B.08.02 Solicitation.pdf

SEE ADDENDUM

(No Collect Calls)

W912PL20Q0001 17-Jan-2020

b. TELEPHONE NUMBER

509-527-7222

8. OFFER DUE DATE/LOCAL TIME

04:00 PM 07 Feb 2020

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912PL9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

RUTH A JOHNSON

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

CONTRACTING DIVISION

915 WILSHIRE BLVD.

LOS ANGELES CA 90017

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 16. ADMINISTERED BY

SEE SCHEDULE

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

213-452-4187FAX:

TEL: 213-452-3229 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$16,500,000

NAICS:

541380

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF43

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

Section SF 1449 - CONTINUATION SHEET

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 N/A N/A N/A N/A

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government

INSTRUCTIONS TO OFFERORS

If you have any questions or concerns regarding the Request for Quote, please contact Ruth Johnson (Telephone 509-527-7222) or send an email to ruth.a.johnson@usace.army.mil).

Offerors are cautioned to clearly print prices for all line items. Be especially careful placing decimal points, as a mistake in your offer may render it unresponsive. Your quote must be valid for 30 calendar days after the due date specified for receipt of quotations. Please include shipping costs in the quoted price of each item.

Registration at www.sam.gov is required. If not registered, please do so. Step-by-step help information on how to register is detailed on the website, along with frequently asked questions (FAQs). Lack of registration in the SAM database may make an offeror ineligible for award.

Effective 29 April 2018, the notarized letter process is now mandatory on all CURRENT registrants at SAM who have a requirement to update data on their SAM record. The notarized letter is mandatory and is required in order for the GSA Federal Service Desk (FSD) to activate the entity's registration. Both Federal Assistance entities and all non-Federal entities must mail the original, signed copy of the notarized letter to the Federal Service Desk. Failure to do so within 30 days of activation may result in the registration no longer being active. Mail the completed, signed, notarized letter to:

FEDERAL SERVICE DESK

ATTN: SAM.GOV REGISTRATION PROCESSING

460 INDUSTRIAL BLVD

LONDON, KY 40741-7285

UNITED STATES OF AMERICA

Completion of the required FAR 52.212-3 Alt. I, Offeror Representations and Certifications – Commercial Items is required. When you complete your SAM registration, the link to complete your Reps and Certs is also available.

Please do not hesitate to contact me or the SAM web site if you need assistance or have questions.

In accordance with FAR 52.229.3, State and Local Taxes, and per Title 4 of the US Code 104-107, the Government is exempt from paying local and state taxes. Exempt Tax Identification Number 91-0828090.

General Contract Information:

Delivery Date________________________________________________

Offeror’s Name (Printed) _________________________________________

Offeror’s Contact Telephone Number_______________________________

Offeror’s Email Address___________________________________________

Federal Tax Identification No. ____________________________________________

CAGE Code __________________ DUNS No. ______________________________

Is your company registered on-line in SAM (www.sam.gov)? YES NO

To ensure receipt of your quote, please send to the attention of Ruth Johnson at:

Email: ruth.a.johnson@usace.army.mil

ADDENDUM TO FAR 52.212-1 INSTRUCTIONS TO OFFERORS – COMMERCIAL ITEMS

Submission of Price Quote – Contractor shall submit the following in 1 copy:

1. Signed and dated Standard Form 1449 (Solicitation / Contract / Order for Commercial Items).

2. Signed and dated Standard Form 30, if applicable, for any Amendments to the Solicitation

3. Completed schedule (pricing information) for all line items listed in the solicitation / amendments.

4. Completed Clause 52.212-3 and Alt I, “Offeror Representations and Certifications – Commercial Item’s” As noted above.

Any DOD or DHS border wall projects in the sectors listed in the price schedule could have QA Testing requirements under this Blanket Purchase Agreement.

BASIS FOR AWARD

The Government will award multiple Blanket Purchase Agreements resulting from this solicitation in accordance with FAR 13.106 to the responsible offeror meeting or exceeding all solicitation requirements and representing the best value based on price.

TERMS AND CONDITIONS

BLANKET PURCHASE AGREEMENT

(BPA) TERMS AND CONDITIONS

DESCRIPTION OF AGREEMENT: This BPA is to provide Quality Assurance Laboratory and Field Testing Services to the U.S. Army Corps of Engineers (USACE), South Pacific Division, Task Force (TF) Barrier, and Department of Homeland Security (DHS) if, and when requested by the Contracting Officer (or the authorized representative of the Contracting Officer) for five (5) years from effective date of agreement. The Government anticipates approximately $5,000,000 in calls over five (5) years.

EXTENT OF OBLIGATION: The Government is obligated only to the extent of authorized calls actually placed against this BPA.

DURATION: This Agreement shall remain in effect for a period of five (5) years.

PURCHASE LIMITATION: Each BPA Call has a maximum limit of $250,000 by a Contracting Officer.

INDIVIDUALS AUTHORIZED TO PURCHASE UNDER THE BPA: The Contracting Officer will provide the BPA Holder a list of Ordering Officials authorized to place orders under the agreement.

MODIFICATION: This BPA may be modified only under its terms or conditions or by mutual agreement of the parties.

INVOICES: A summary invoice shall be submitted at least monthly or upon expiration of this BPA, whichever occurs first, for all deliveries made during a billing period, identifying the delivery tickets covered therein, stating their total dollar value, and supported by receipt copies of the delivery tickets.

REVIEW: This Agreement shall be reviewed by the Contracting Activity at least annually before the anniversary of its effective date and revised as necessary to conform to the requirements of the Federal Acquisition Regulation and applicable supplements or to statutory requirements. Any change shall be effective only through written modification to this Agreement and not by individual Calls issued hereunder, Modifications to this Agreement shall have no retroactive effect on Calls previously issued.

CANCELLATIONS/TERMINATIONS: This Agreement may be cancelled/terminated it its entirety at no cost to either party. The party desiring to cancel/terminate this Agreement shall serve to the other party a written notice of such intent at least thirty (30) calendar days prior to the effective date of the cancellation/termination. The parties agree that the cancellation shall have no effect on any Call not completed by the effective date of the cancellation/termination. The Contractor shall complete such Calls under the terms and conditions of this Agreement.

APPLICABILITY: The terms and conditions of this Agreement shall be applicable to all BPA Calls issued citing this document.

BINDING CONTRACT: Upon issuance of a BPA Call by an authorized individual, a binding contract shall be established between the Contractor and the Contracting Activity/Government. All vendors are cautioned that they are not to accept BPA Calls against the BPA from any individual that is not an Ordering Official.

NON PAYMENT FOR PROPOSALS: The Government shall not be liable for reimbursement of any Contractor proposal preparation costs for this RFQ or any Call request issued for a BPA Call proposal under this Agreement, whether the request is funded or is issued under advance call request authority given to the Contracting Office.

Advance call request authority permits the issuance of BPA Calls before funds become available or certified. Under this advance authority, funds are not available and may not become available. The Government makes no promise to award a BPA Call. If funds do not become available, the Government will cancel the Call.

PRICING: The BPA Holder is required to offer a price for every test method listed in the Price Schedule. This established price may include subcontracted sampling and testing to account for tests that the BPA Holder does not self-perform and/or is not validated to perform. BPA Holders will only need to perform (and/or subcontract) for the full suite of tests required per each individual BPA Call. An estimated quantity of tests is provided in the Pricing Schedule for bidding purposes only. The amounts do not constitute a minimum quantity per line item as actual quantities will be established per BPA Call. Pricelists shall be valid for the duration of the agreement.

BPA CALL ORDER PROCESS: All calls will be awarded on a vendor rotational basis. If you are doing this kind of work for a Contractor, you will be skipped over for that specific call.

PRICE SCHEDULE

Any DOD or DHS border wall projects in the sectors listed in the price schedule could have QA Testing requirements under this Blanket Purchase Agreement.

Price Schedule (San Diego Sector) Line Item

No.

Testing Procedure Unit Unit Price

SOIL TESTING/AGGREGATE TESTING

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

Each

2 ASTM C 88 - Sodium Sulfate Soundness, Coarse Aggregate Each

3 ASTM C 88 - Sodium Sulfate Soundness, Fine Aggregate Each

4 ASTM C 88 - Magnesium Sulfate Soundness, Coarse Aggregate Each

5 ASTM C 88 - Magnesium Sulfate Soundness, Fine Aggregate Each

6 ASTM C 123 - Lightweight Particles in Coarse Aggregate Each

7 ASTM C 123 - Lightweight Particles in Fine Aggregate Each

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

Each

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

Each

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

Each

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

Each

ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve)

Each

ASTM C 142 - Clay Lumps & Friable Particles, Coarse Aggregate

Each

14 ASTM C 142 - Clay Lumps & Friable Particles, Fine Aggregate Each

15 ASTM C 566 - Total Moisture Content in Coarse Aggregate Each

16 ASTM C 566 - Total Moisture Content in Fine Aggregate Each

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

Each

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

Each

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

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

Each

System), Direct Shear Test, Controlled Strain - 3 Specimens:

Compacted (2.8" or 24" Diameter)

ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, Each includes All Soil Classification) EM 1110-2-1906 Appendix IIIA

- One- Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)

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

Each

ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate (pricing per sieve tested; test can be performed on any number of sieves)

Each

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

Each

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

ASTM G 51/T289 - Test Method for Measuring pH of Soil for Use in Corrosion Testing

Each

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

Each

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

Each

RIPRAP TESTING

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

Each

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

Each

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

Each

ASTM C 535 - Test Method for Resistance to Degradation of Large-Size

Each Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

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

Each

CONCRETE TESTING

ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two

Each 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)

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

Each

ASTM C 39 - Test Method for Compressive Strength of Cylindrical Each Concrete Specimens: (Per set of three 4"x8" Specimen)

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

Each

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

Each

ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens (price per cube) Each (2-3 minimum must be run per ASTM)

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

Each

ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31)

Each

42 ASTM C 174 - Concrete Thickness by Drilled Cores Each

ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by Each the Pressure Method (when not ordered as a part of ASTM C31)

44 ASTM C 1019 - Sampling and Testing Grout Each

ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31)

Each

ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method)

Each

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

Each

STRUCTURAL STEEL FIELD TESTING

48 Ultrasonic Testing (UT) Each

49 Visual Inspection Each

MISC/OTHER

Specifically directed stand-by time or specifically directed field testing and other field activities such as attending field

Hour meetings, (Unit-cost of each test item shall not include any travel or non-directed stand-by time.)

Travel time to/from the Lab to the project site including the mileage charge

Hour for routine pick-up truck costs (Unit-cost of each test item shall not include any travel or stand-by time.)

Price Schedule (El Centro Sector)

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

Each

2 ASTM C 88 - Sodium Sulfate Soundness, Coarse Aggregate Each

3 ASTM C 88 - Sodium Sulfate Soundness, Fine Aggregate Each

4 ASTM C 88 - Magnesium Sulfate Soundness, Coarse Aggregate Each

5 ASTM C 88 - Magnesium Sulfate Soundness, Fine Aggregate Each

6 ASTM C 123 - Lightweight Particles in Coarse Aggregate Each

7 ASTM C 123 - Lightweight Particles in Fine Aggregate Each

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

Each

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

Each

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

Each

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

Each

ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve)

Each

ASTM C 142 - Clay Lumps & Friable Particles, Coarse Aggregate

Each

14 ASTM C 142 - Clay Lumps & Friable Particles, Fine Aggregate Each

15 ASTM C 566 - Total Moisture Content in Coarse Aggregate Each

16 ASTM C 566 - Total Moisture Content in Fine Aggregate Each

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

Each

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

Each

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

ASTM D2487 - Standard Practice for Classification of Soils for

(Atterberg, Each includes All Soil Classification) EM 1110-2-1906 Appendix IIIA

- One- Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)

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

Each

ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate (pricing per sieve tested; test can be performed on any number of sieves)

Each

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

Each

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

ASTM G 51/T289 - Test Method for Measuring pH of Soil for Use in Corrosion Testing

Each

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

Each

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

Each

RIPRAP TESTING

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

Each

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

Each

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

Each

ASTM C 535 - Test Method for Resistance to Degradation of Large-Size

Each Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

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

Each

CONCRETE TESTING

ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two

Each 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)

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

Each

ASTM C 39 - Test Method for Compressive Strength of Cylindrical Each Concrete Specimens: (Per set of three 4"x8" Specimen)

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

Cores and Sawed Beams of Concrete: Compressive Strength (6" Diameter Core Specimens) - per core

Each

ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens (price per cube) Each (2-3 minimum must be run per ASTM)

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

Each

ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31)

Each

42 ASTM C 174 - Concrete Thickness by Drilled Cores Each

ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by Each the Pressure Method (when not ordered as a part of ASTM C31)

44 ASTM C 1019 - Sampling and Testing Grout Each

ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31)

Each

ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method)

Each

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

Each

STRUCTURAL STEEL FIELD TESTING

48 Ultrasonic Testing (UT) Each

49 Visual Inspection Each

MISC/OTHER

Specifically directed stand-by time or specifically directed field testing and other field activities such as attending field

Hour meetings, (Unit-cost of each test item shall not include any travel or non-directed stand-by time.)

Travel time to/from the Lab to the project site including the mileage charge

Hour

Price Schedule (Yuma Sector)

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

Each

2 ASTM C 88 - Sodium Sulfate Soundness, Coarse Aggregate Each

3 ASTM C 88 - Sodium Sulfate Soundness, Fine Aggregate Each

4 ASTM C 88 - Magnesium Sulfate Soundness, Coarse Aggregate Each

5 ASTM C 88 - Magnesium Sulfate Soundness, Fine Aggregate Each

6 ASTM C 123 - Lightweight Particles in Coarse Aggregate Each

7 ASTM C 123 - Lightweight Particles in Fine Aggregate Each

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

Each

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

Each

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

Each

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

Each

ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve)

Each

ASTM C 142 - Clay Lumps & Friable Particles, Coarse Aggregate

Each

14 ASTM C 142 - Clay Lumps & Friable Particles, Fine Aggregate Each

15 ASTM C 566 - Total Moisture Content in Coarse Aggregate Each

16 ASTM C 566 - Total Moisture Content in Fine Aggregate Each

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

Each

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

Each

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

ASTM D2487 - Standard Practice for Classification of Soils for

(Atterberg, Each includes All Soil Classification) EM 1110-2-1906 Appendix IIIA

- One- Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)

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

Each

ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate (pricing per sieve tested; test can be performed on any number of sieves)

Each

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

Each

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

ASTM G 51/T289 - Test Method for Measuring pH of Soil for Use in Corrosion Testing

Each

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

Each

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

Each

RIPRAP TESTING

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

Each

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

Each

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

Each

ASTM C 535 - Test Method for Resistance to Degradation of Large-Size

Each Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

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

Each

CONCRETE TESTING

ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two

Each 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)

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

Each

ASTM C 39 - Test Method for Compressive Strength of Cylindrical Each Concrete Specimens: (Per set of three 4"x8" Specimen)

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

Cores and Sawed Beams of Concrete: Compressive Strength (6" Diameter Core Specimens) - per core

Each

ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens (price per cube) Each (2-3 minimum must be run per ASTM)

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

Each

ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31)

Each

42 ASTM C 174 - Concrete Thickness by Drilled Cores Each

ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by Each the Pressure Method (when not ordered as a part of ASTM C31)

44 ASTM C 1019 - Sampling and Testing Grout Each

ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31)

Each

ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method)

Each

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

Each

STRUCTURAL STEEL FIELD TESTING

48 Ultrasonic Testing (UT) Each

49 Visual Inspection Each

MISC/OTHER

Specifically directed stand-by time or specifically directed field testing and other field activities such as attending field

Hour meetings, (Unit-cost of each test item shall not include any travel or non-directed stand-by time.)

Travel time to/from the Lab to the project site including the mileage charge

Hour

Price Schedule (Tuscon Sector)

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

Each

2 ASTM C 88 - Sodium Sulfate Soundness, Coarse Aggregate Each

3 ASTM C 88 - Sodium Sulfate Soundness, Fine Aggregate Each

4 ASTM C 88 - Magnesium Sulfate Soundness, Coarse Aggregate Each

5 ASTM C 88 - Magnesium Sulfate Soundness, Fine Aggregate Each

6 ASTM C 123 - Lightweight Particles in Coarse Aggregate Each

7 ASTM C 123 - Lightweight Particles in Fine Aggregate Each

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

Each

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

Each

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

Each

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

Each

ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve)

Each

ASTM C 142 - Clay Lumps & Friable Particles, Coarse Aggregate

Each

14 ASTM C 142 - Clay Lumps & Friable Particles, Fine Aggregate Each

15 ASTM C 566 - Total Moisture Content in Coarse Aggregate Each

16 ASTM C 566 - Total Moisture Content in Fine Aggregate Each

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

Each

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

Each

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

ASTM D2487 - Standard Practice for Classification of Soils for

(Atterberg, Each includes All Soil Classification) EM 1110-2-1906 Appendix IIIA

- One- Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)

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

Each

ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate (pricing per sieve tested; test can be performed on any number of sieves)

Each

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

Each

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

ASTM G 51/T289 - Test Method for Measuring pH of Soil for Use in Corrosion Testing

Each

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

Each

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

Each

RIPRAP TESTING

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

Each

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

Each

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

Each

ASTM C 535 - Test Method for Resistance to Degradation of Large-Size

Each Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

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

Each

CONCRETE TESTING

ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two

Each 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)

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

Each

ASTM C 39 - Test Method for Compressive Strength of Cylindrical Each Concrete Specimens: (Per set of three 4"x8" Specimen)

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

Cores and Sawed Beams of Concrete: Compressive Strength (6" Diameter Core Specimens) - per core

Each

ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens (price per cube) Each (2-3 minimum must be run per ASTM)

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

Each

ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31)

Each

42 ASTM C 174 - Concrete Thickness by Drilled Cores Each

ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by Each the Pressure Method (when not ordered as a part of ASTM C31)

44 ASTM C 1019 - Sampling and Testing Grout Each

ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31)

Each

ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method)

Each

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

Each

STRUCTURAL STEEL FIELD TESTING

48 Ultrasonic Testing (UT) Each

49 Visual Inspection Each

MISC/OTHER

Specifically directed stand-by time or specifically directed field testing and other field activities such as attending field

Hour meetings, (Unit-cost of each test item shall not include any travel or non-directed stand-by time.)

Travel time to/from the Lab to the project site including the mileage charge

Hour

Price Schedule (El Paso Sector)

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

Each

2 ASTM C 88 - Sodium Sulfate Soundness, Coarse Aggregate Each

3 ASTM C 88 - Sodium Sulfate Soundness, Fine Aggregate Each

4 ASTM C 88 - Magnesium Sulfate Soundness, Coarse Aggregate Each

5 ASTM C 88 - Magnesium Sulfate Soundness, Fine Aggregate Each

6 ASTM C 123 - Lightweight Particles in Coarse Aggregate Each

7 ASTM C 123 - Lightweight Particles in Fine Aggregate Each

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

Each

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

Each

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

Each

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

Each

ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve)

Each

ASTM C 142 - Clay Lumps & Friable Particles, Coarse Aggregate

Each

14 ASTM C 142 - Clay Lumps & Friable Particles, Fine Aggregate Each

15 ASTM C 566 - Total Moisture Content in Coarse Aggregate Each

16 ASTM C 566 - Total Moisture Content in Fine Aggregate Each

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

Each

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

Each

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

ASTM D2487 - Standard Practice for Classification of Soils for

(Atterberg, Each includes All Soil Classification) EM 1110-2-1906 Appendix IIIA

- One- Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)

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

Each

ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate (pricing per sieve tested; test can be performed on any number of sieves)

Each

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

Each

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

ASTM G 51/T289 - Test Method for Measuring pH of Soil for Use in Corrosion Testing

Each

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

Each

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

Each

RIPRAP TESTING

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

Each

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

Each

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

Each

ASTM C 535 - Test Method for Resistance to Degradation of Large-Size

Each Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

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

Each

CONCRETE TESTING

ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two

Each 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)

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

Each

ASTM C 39 - Test Method for Compressive Strength of Cylindrical Each Concrete Specimens: (Per set of three 4"x8" Specimen)

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

Cores and Sawed Beams of Concrete: Compressive Strength (6" Diameter Core Specimens) - per core

Each

ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens (price per cube) Each (2-3 minimum must be run per ASTM)

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

Each

ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31)

Each

42 ASTM C 174 - Concrete Thickness by Drilled Cores Each

ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by Each the Pressure Method (when not ordered as a part of ASTM C31)

44 ASTM C 1019 - Sampling and Testing Grout Each

ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31)

Each

ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method)

Each

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

Each

STRUCTURAL STEEL FIELD TESTING

48 Ultrasonic Testing (UT) Each

49 Visual Inspection Each

MISC/OTHER

Specifically directed stand-by time or specifically directed field testing and other field activities such as attending field

Hour meetings, (Unit-cost of each test item shall not include any travel or non-directed stand-by time.)

Travel time to/from the Lab to the project site including the mileage charge

Hour

Price Schedule (Laredo Sector)

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

Each

2 ASTM C 88 - Sodium Sulfate Soundness, Coarse Aggregate Each

3 ASTM C 88 - Sodium Sulfate Soundness, Fine Aggregate Each

4 ASTM C 88 - Magnesium Sulfate Soundness, Coarse Aggregate Each

5 ASTM C 88 - Magnesium Sulfate Soundness, Fine Aggregate Each

6 ASTM C 123 - Lightweight Particles in Coarse Aggregate Each

7 ASTM C 123 - Lightweight Particles in Fine Aggregate Each

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

Each

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

Each

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

Each

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

Each

ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve)

Each

ASTM C 142 - Clay Lumps & Friable Particles, Coarse Aggregate

Each

14 ASTM C 142 - Clay Lumps & Friable Particles, Fine Aggregate Each

15 ASTM C 566 - Total Moisture Content in Coarse Aggregate Each

16 ASTM C 566 - Total Moisture Content in Fine Aggregate Each

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

Each

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

Each

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

ASTM D2487 - Standard Practice for Classification of Soils for

(Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA

- One- Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)

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

Each

ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate (pricing per sieve tested; test can be performed on any number of sieves)

Each

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

Each

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

ASTM G 51/T289 - Test Method for Measuring pH of Soil for Use in Corrosion Testing

Each

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

Each

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

Each

RIPRAP TESTING

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

Each

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

Each

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

Each

ASTM C 535 - Test Method for Resistance to Degradation of Large-Size

Each Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

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

Each

CONCRETE TESTING

ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two

Each 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)

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

Each

ASTM C 39 - Test Method for Compressive Strength of Cylindrical Each Concrete Specimens: (Per set of three 4"x8" Specimen)

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

Each

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

PERFORMANCE WORK STATEMENT

1.1. GENERAL DESCRIPTION:

The Blanket Purchase Agreement (BPA) Holder(s) shall provide and/or procure all necessary and qualified personnel, facilities, equipment, transportation, and materials required to provide Quality Assurance Laboratory and Field Testing Services to the U.S. Army Corps of Engineers (USACE), South Pacific Division, Task Force (TF) Barrier, and Department of Homeland Security (DHS). The BPA Holder(s) shall ensure that good business and management practices are followed in performing the ordered services, such that the Government receives the greatest value for the services provided.

1.2. TYPE OF SERVICES

This agreement covers requirements for BPA Holder(s) field and lab testing of soil/aggregate, riprap, concrete, and structural steel field testing in strict compliance to

ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens (price per cube) Each (2-3 minimum must be run per ASTM)

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

Each

ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31)

Each

42 ASTM C 174 - Concrete Thickness by Drilled Cores Each

ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by Each the Pressure Method (when not ordered as a part of ASTM C31)

44 ASTM C 1019 - Sampling and Testing Grout Each

ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31)

Each

ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method)

Each

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

Each

STRUCTURAL STEEL FIELD TESTING

48 Ultrasonic Testing (UT) Each

49 Visual Inspection Each

MISC/OTHER

Specifically directed stand-by time or specifically directed field testing and other field activities such as attending field

Hour meetings, (Unit-cost of each test item shall not include any travel or non-directed stand-by time.)

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

Hour the test methods specified in the Price Schedule. Sampling and testing will be performed within the USACE and DHS area of responsibility (AOR). The BPA Holder shall provide and/or procure all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and non-personal services necessary to perform the field and laboratory test methods and to report as defined in this Performance Work Statement. All of the testing will require sampling by the BPA Holder(s). Pricing shall include all required sampling and testing required of the specified test method, except as specifically stated in the Price Schedule.

1.3. PRODUCTS:

The BPA Holder(s) shall sample and test construction materials in strict compliance with the referenced standard test method report the results of the tests to USACE as required herein. See the Price Schedule for more information.

1.4. LOCATION OF SERVICES

The location of services will be within one or more projects within the South Pacific Division, TF Barrier, and Department of Homeland Security (DHS) areas of responsibility. The areas of responsibility noted above extend as follows (See Attachment 1 “MapTFBarrier_Projects_2808_284_DHS_Contract”)

Border Barrier Projects

USACE, TF Barrier Projects

El Centro 1 Project: The project begins approximately 10 miles west of the Calexico Port of Entry (POE) continuing west 15.25 miles in Imperial County.

Yuma 1 Project: The project begins approximately 1 mile southeast of the Andrade POE continuing along the Colorado River for approximately 5 miles in Yuma County.

Yuma 2 Project: Replacement of one segment of primary pedestrian fencing on the Barry M.

Goldwater Range starting 2.5 miles east of Border Monument 198 and extending east to Border Monument 197, for a total of approximately 1.5 to 2 miles.

Yuma 10/27 Project: Construction of approximately 31 miles of a new secondary pedestrian fence system on the Barry M. Goldwater Range.

Yuma 3 Project: Replacement of 31 miles of vehicle barriers with new pedestrian fencing, beginning approximately 0.4 miles east of the Barry M. Goldwater Range and continuing for approximately 31 miles east through the Cabeza Prieta National Wildlife Refuge in Yuma County.

San Diego 4 Project: Construction of 1.5 miles of a new primary pedestrian fence system starting 3.6 miles east of the Otay Mesa POE, extending east, and construction of 2 miles of a new secondary pedestrian fence system starting 3.6 miles east of the Otay Mesa POE, extending east.

Yuma 6 Project: Construction of approximately 1 mile of a new primary pedestrian fence system starting at Andrade POE and extending a half mile west of monument marker 206, then resuming east of the Colorado River and extending south one mile; and construction of 2 miles of a new secondary pedestrian fence system starting a half-mile east of monument marker 208 and extending east to the Colorado River, and then resuming on the east side of the Colorado river and extending south for approximately one mile.

Tucson 1 Project: The project includes replacement of two segments of vehicle barriers. The first segment begins approximately 2 miles west of the Lukeville POE continuing west approximately 30 miles.

Tucson 2 Project: The project includes approximately 5 miles of primary pedestrian fence replacement around the Lukeville POE extending from approximately 2 miles west of the port to approximately 3 miles east of the port.

Tucson 3 Project: The project includes three segments of vehicle barrier replacement beginning approximately 18 miles west of the Naco POE and continuing to approximately 25 miles east of the Douglas POE (or approximately 5 miles west of the Arizona / New Mexico state line) for approximately 20 miles of non-contiguous vehicle barrier replacement in Cochise County, Arizona.

El Paso 1 Project: The project includes 46 miles of vehicle barrier replacement beginning approximately 17.5 miles west of the Columbus Port of Entry continuing east in non-contiguous segments to approximately 35 miles east of the Columbus Port of Entry within the Luna and Dona Ana Counties, New Mexico.

El Paso 2 Project: Replacement of 23.51 miles of vehicle barriers with new pedestrian fencing in noncontiguous segments within Hidalgo and Luna Counties, New Mexico.

The first segment begins approximately 5.1 miles east of the New Mexico/Arizona Border, continuing east for 4.55 miles.

The second segment begins approximately 3 miles west of the Antelope Wells POE to 3 miles east of the POE for 6.12 miles.

The third segment begins approximately 20 miles west of the Columbus POE, extending west for 12.84 miles.

El Paso 8 Project: Construction of approximately 6 miles of a new primary pedestrian fence system in place of existing vehicle barriers starting 1.5 miles west of monument marker 64 and extending 2 miles east of monument marker 63; and construction of approximately 6 miles of a new secondary pedestrian fence system starting 1.5 miles west of monument marker 64 and extending 2 miles east of monument marker 63.

San Diego 11 Project: Construction of…