W912BV24Q0094 A0002 Extend and provide SOW.pdf

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Material Testing for Canton Embankment Repair PH2
Solicitation number
W912BV24Q0094
Issued by

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This document is an amendment to a solicitation for a federal contract opportunity. The key details are:

The amendment extends the due date for quotes from 17 Sep 2024 at 10:00 AM CST to 19 Sep 2024 at 2:00 PM CST and adds email as an option for quote submission. It provides a redlined Scope of Work dated 16 Sep 2024 and an updated Pricing Schedule. The contract is for Material Testing for the Canton Embankment Repair Phase 2 project located at the Canton Project Office, U.S. Army Corps of Engineers in Canton, Oklahoma. All testing laboratories must be validated by the USACE Material Testing Center. The contract has specifications for various material testing requirements including gradation, compaction, and placement. Payments will be made monthly upon verified testing completion. The solicitation number is W912BV24Q0094.

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W912BV24Q0094

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

1. Amendment 0002 is hereby issued to extend the due date for quotes from 17 Sep 2024 at 10:00 AM CST to 19 Sep 2024 at 2:00 PM CST.

Email is added as an option for quote submission.

2. The redline Scope of Work dated 16 Sep 2024 and the updated Pricing Schedule is also provided.

2. All other terms and conditions remain unchanged. The Government POC is Melissa Hyslop at melissa.d.hyslop@usace.army.mil.

1. CONTRACT ID CODE PAGE OF PAGES

1 8

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

16C. DATE SIGNED

BY 16-Sep-2024

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 W912BV24Q0094

X 9B. DATED (SEE ITEM 11)

30-Aug-2024

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

16-Sep-2024

CODE

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 17-Sep-2024 10:00 AM to 19-Sep-2024 02:00 PM.

The following have been modified:

PRICING SCHEDULE

PRICING SCHEDULE

Canton Lake, Canton, Oklahoma

Materials Testing for Canton Embankment Repair PH2

Description EST Quantity EST Unit Unit Price Total

0001 Sand nuclear compaction testing – Canton Embankment

10 EA

0002 Sand gradation testing – Canton Embankment 10 EA

0003 Aggregate gradation testing – Canton Embankment

10 EA

Total for CLINS 0001 – 0003 Base:

Travel for technician is built into the quoted price of each item. Sample/testing destination is the Canton Lake Project Office, 64600 N 2466 RD Canton, OK 73724-9522 Phone: 580-886-2989

SECTION B - SUPPLIES OR SERVICES AND PRICES

The following have been added by full text:

SCOPE OF WORK DATED 16SEP2024

Specification

Testing of materials for Canton Toe Road Repair Phase II

16 SEP 2024

PART 1 - GENERAL

1.0 SCOPE OF WORK

Provide to the government all requested test results from the Canton Toe Road Repair during Phase

2. Project location is at the Canton Project Office U.S. Army Corps of Engineers 64600 N 2466 RD Canton, OK 73724-9522. The test samples will be from the work site located to the north east of the project office below the dam embankment off Hwy 58A. Samples will be taken during normal work hours of 0800-1630 Monday through Thursday, excluding Federal holidays. Any work outside the standard hours shall be requested in writing to the Contracting Officer a minimum of 3 business days in advance. Test performed may include but not limited to Sieve Analysis, Dry – Coarse Aggregate, Sieve Analysis, Dry – Fine Aggregate, Soil Classification Testing, Standard Proctor Test on Soil, Materials Testing Technician - Earthwork, Field Density/Moisture of Soil – Nuclear. Other expected charges may include Report Preparation, Review, and Distribution, Nuclear Gauge Equipment charges, Local Trip Charges, etc.

1.1 BASIS FOR PAYMENT

Payments shall be made on a monthly basis upon verified testing completed during the month. All testing must be completed, and reports delivered prior to monthly payment being issued.

1.2 WORK HOURS

Monday-Thursday 0800-1630

1.3 TESTING PROCEDURES

Perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements. Testing includes operation and acceptance tests when specified. Procure the services of a Corps of Engineers approved testing laboratory or establish an approved testing laboratory at the project site. Perform the following activities and record and provide the following data:

a. Verify that testing procedures comply with contract requirements.

b. Verify that selected facilities and testing equipment are available and comply with testing standards.

c. Check test instrument calibration data against certified standards.

d. Verify that recording forms and test identification control number system, including all the test documentation requirements, have been prepared.

e. Record results of all tests taken, both passing and failing on the CQC report for the date taken.

Specification paragraph reference, location where tests were taken, and the sequential control number identifying the test. If approved by the Contracting Officer, actual test reports are submitted later with a reference to the test number and date taken. Provide a copy of tests performed by an offsite or commercial test facility directly to the Contracting Officer. Failure to submit timely test reports as stated results in nonpayment for related work performed and disapproval of the test facility for this Contract.

1.4 TESTING LABRORATORIES

All testing laboratories must be validated by the USACE Material Testing Center (MTC) for the tests to be performed. Information on the USACE MTC with web-links to both a list of validated testing laboratories and for the laboratory inspection request for can be found at: https://mtc.erdc.dren.mil/

1.5 CAPABILITY CHECK

The Government reserves the right to check laboratory equipment in the proposed laboratory for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques. Laboratories utilized for testing soils, concrete, asphalt, and steel is required to meet criteria detailed in ASTM D3740 and ASTM E329.

1.6 STANDARDS

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.7 SAFETY

The equipment operator running the nuclear density tester must be qualified and trained to use the equipment and all manufacturer guidelines and instructions will be followed for safe use.

1.8 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D3740 (2019) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction.

ASTM E329 (2021) Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection

1.9 GRADATION AND COMPACTION TESTING

The sand material shall be compacted to 85% of the Standard or Modified Proctor using ASTM D1556/D1556M, and +/- 7 percent of the optimum moisture content. The HUB Team shall perform gradation testing on the sand material at a frequency of one test per 2,000 tons placed.

Compaction shall be conducted in accordance with ASTM D6938. Perform compaction in such a manner as to prevent wedging action or eccentric loading upon or against the structure. Moisture condition fill and backfill material to a moisture content that will readily facilitate obtaining the specified compaction.

Finish compaction by sheepsfoot rollers, pneumatic-tired rollers, steel-wheeled rollers, vibratory compactors, or other approved equipment.

1.10 AGGREGATE DRAIN GRADATION TESTING AND PLACEMENT

Contactor shall test the gradation of the aggregate drain material at a frequency of one test per 2,000 tons placed using ASTM D1556/D1556M.

Place the aggregate material in successive horizontal layers of not more or less than 6 inches in depth.

No compaction testing is required on the aggregate drain material.

1.11 ROCK SPALLS AND RIPRAP GRADATION TESTING AND PLACEMENT

Place the stockpiled rock spalls and riprap in three successive horizontal layers of not more or less than 12 inches in depth.

If imported rock spalls or riprap are needed to meet the construction requirements of the two-stage filter, the HUB Team shall test the gradation of any imported rock spalls and riprap at a frequency of one test per 5,000 tons placed using ASTM D5519 or methodology listed in the Standard Specifications.

***** Any additional riprap/surge testing will be coordinated outside of this contract and will not affect pricing. These tests will be coordinated with the quarries providing material.*****

No compaction testing is required on the rock spalls or riprap placement.

PART 2 - PRODUCT

2.0 ACCOMPLISHMENT OF WORK

Contractor shall be responsible for timely and accurate testing of materials as stated above.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been deleted:

SCOPE OF WORK DATED 20AUG24

SECTION L - INSTRUCTIONS, CONDITIONS AND NOTICES TO BIDDERS

The following have been modified:

INSTRUCTIONS TO OFFERORS

INSTRUCTIONS TO OFFERORS

PREPARING YOUR QUOTE:

Your Quote shall consist of ONLY the following list of required items:

1) Submit a signed copy of the first page of the solicitation

a. Complete block 17a with your name and Unique Entity ID (UEI)

b. Sign block 30a (digital signatures are accepted)

c. DO NOT SUBMIT A COPY OF THE SOLICITATION IN ITS ENTIRETY

2) Submit a signed copy of all amendments issued, if any. It is your responsibility to monitor SAM.gov for amendments. DO NOT SUBMIT A COPY OF THE AMENDMENT IN ITS ENTIRETY. Only pages that require a vendor response shall be submitted.

3) Complete the pricing schedule provided with the solicitation. All items in the pricing schedule must be completed, including optional items. All items must include a dollar value.

4) Complete the subcontractor data worksheet provided with the solicitation. Your quote must identify the business size and percentage of work to be completed by the prime contractor; and the business name, address, the percentage of work to be completed by the subcontractor. Offerors shall identify the business size of any subcontractors based on the NAICS code identified. Offerors must clearly identify whether a subcontractor(s) will be performing work, the percentage of work to be performed by each subcontractor, and the socio-economic category into which each identified subcontractor falls. (FAR 52.219-14

LIMITATIONS ON SUBCONTRACTING FOR SMALL BUSINESS (DEVIATION 2021-O0008) (FEB

2023).

5) Complete the Representations and Certifications (Reps and Certs) in Section K, unless already completed and current in the System for Awards Management at https://sam.gov/. Notice: Failure to respond to provision 52.204-26 and, if applicable 52.204-24, will deem your offer nonresponsive and unawardable.

6) Please NOTE this solicitation requires offerors to enter a National Institute of Standards and Technology (NIST) score in the Supplier Performance Risk System (SPRS). The NIST score is a responsibility item.

Those without a NIST score in SPRS will be deemed NON-RESPONSIBLE and will not be eligible for award.

The SPRS NIST Special Publication 800-171 website provides a comprehensive set of reference materials to assist you in this effort. This website is found at: https://www.sprs.csd.disa.mil/nistsp.htm and includes guides, frequently asked questions, and tutorials.

Potential offerors are encouraged to allow ample time to complete this responsibility item.

NEED HELP:

If you need assistance with SAM, PIEE, NIST or preparing your quote, please contact your local Procurement Technical Assistance Center (PTAC). You may find your PTAC here: https://www.aptac-us.org/contracting-assistance/.

Offerors must have an active registration in SAM to be eligible for award.

In accordance with AFARS 5132.702(a)(ii)(B): Funds are not presently available for this acquisition. No contract will be awarded until appropriated funds are made available.

Quotes shall be valid for an additional 30 days past the date quotes are due.

SUBMITTING YOUR QUOTE

Offerors shall limit their offer to include ONLY the required items listed in “PREPARING YOUR QUOTE” above.

THE ONLY AUTHORIZED TRANSMISSION METHOD FOR SUBMITTING QUOTES IN RESPONSE TO

THIS SOLICITATION IS THROUGH THE PIEE SOLICITATION MODULE WEBSITE AT: https://piee.eb.mil.

OR VIA EMAIL AT Melissa.D.Hyslop@usace.army.mil and Rudolfo.J.Morales@usace.army.mil.

NO OTHER TRANSMISSION METHODS WILL BE ACCEPTED.

Quote submissions shall be uploaded to the PIEE Solicitation Module website by the identified date and time.

Solicitation Number: W912BV24Q0094

VENDORS ARE STRONGLY ENCOURAGED TO READ THE PIEE SOLICITATION MODULE WEBSITE

INSTRUCTIONS.

Electronic File Submission Organization:

Offerors shall submit their quote in response to this RFQ VIA EMAIL or PIEE Solicitation Module in ONE (1) transmission to the identified USACE receivers in “PIEE Solicitation Module Website and Submission Receiver Information” below. It shall be the offeror’s responsibility to check the websites for any amendments. The offeror shall submit in the quote all requested information specified in this solicitation.

Ensure files are compatible and viewable in Microsoft Office 2013, or later, format. Self-extracting exe files are not acceptable. Zip files are not recommended. DO NOT USE Cloud storage providers, google docs, web-based drop boxes, OneNote/OneDrive, URLs, web-based format, or any other virtual/web-based memory services are NOT acceptable methods of submitting a quote

PIEE Solicitation Module Website and Submission Receiver Information:

PIEE Solicitation Module: https://piee.eb.mil/

Email addresses to enter as ‘Receivers’ in PIEE Solicitation Module, Contract Specialist Melissa.D.Hyslop@usace.army.mil and Contracting Officer Rudolfo.J.Morales@usace.army.mil.

INQUIRIES – OFFEROR’S QUESTIONS AND COMMENTS

USE OF BIDDER’S INQUIRY

Prospective offerors shall submit questions and inquiries related to this solicitation in accordance with the following (no other means of questions or inquiries will be answered except through the Bidder Inquiry system):

For information related to amendments, and the dates set for receipt of proposals, please check https://sam.gov/.

Contractual and Technical inquiries and questions relating to proposal procedures are to be submitted via Bidder Inquiry in ProjNet at https://www.projnet.org/.

1. To submit and review bid inquiry items, offerors will need to be a current registered user or self‐ register into the system. To self‐register go to the aforementioned web page and click on the BID tab.

Select Bidder Inquiry, select agency USACE, and enter the Bidder Inquiry Key for this solicitation listed below, your e‐mail address, and then click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

2. From this page, you may view all bidder inquiries or add an inquiry.

3. Bidders will receive an acknowledgement of their question via e‐mail, followed by an answer to their question after it has been processed.

The Solicitation Number is: W912BV24Q0094 The Bidder Inquiry Key is: I93EF9-HE7P5K

The Bidder Inquiry System will be unavailable for new inquiries 2:00 PM Central Time, Monday, 9 September 2024 in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

4. Offerors are requested to review the specification in its entirety and review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

5. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800‐428‐HELP.

6. Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.

ANTITERRORISM AND OPERATIONS SECURITY REQUIREMENTS

The Government will provide the successful offeror with the required Army iWatch Antiterrorism Briefing documentation within two (2) business days of Contract Award.

(End of Summary of Changes)

File details come from the government source that posted it. Updated .