W912EE21Q0077.pdf

SEE ADDENDUM

(No Collect Calls)

W912EE21Q0077 16-Sep-2021

b. TELEPHONE NUMBER

601-631-

8. OFFER DUE DATE/LOCAL TIME

12:00 PM 22 Sep 2021

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.

W912EE9. ISSUED BY

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

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

RICHARD B HESTER

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

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

W807PM12251478

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

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

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 W807PM 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

PR W2R9 ENDIST VICKSBURG

SEE SCHEDULE

4155 CLAY ST

VICKSBURG MS 39180-3435

TEL: FAX:

601-631-7261FAX:

TEL: 601-631-

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

NAICS:

212312

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 OF63

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.

W912EE21Q0077

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Bayou Bodcau Supply & Deliver SB-2

FFP

CLIN 0001 is for the supply and delivery of 675 tons of Crushed Aggregate SB-2 to Bayou Bodcau,Starting Coordinates: Latitude 32.775777, Longitude -

93.496382; Ending Coordinates: Latitude 32.763398, Longitude -93.496329. The contractor shall submit a quote for this requirement in accordance with the terms and conditions of this solicitation.

FOB: Destination

MILSTRIP: W807PM12251478

PURCHASE REQUEST NUMBER: W807PM12251478

PSC CD: 5610

NET AMT

0002 1 Job Bayou Bodcau Supply & Deliver SB-2

FFP

CLIN 0002 is for the supply and delivery of 275 tons of Crushed Aggregate SB-2 to Bayou Bodcau, Starting Coordinates: Latitude 32.882794, Longitude -

93.460590; Ending Coordinates: Latitude 32.879903, Longitude -93.466229. The contractor shall submit a quote for this requirement in accordance with the terms and conditions of this solicitation.

FOB: Destination

MILSTRIP: W807PM12251478

0003 1 Job Bayou Bodcau Supply & Deliver SB-2

FFP

CLIN 0003 is for the supply and delivery of 500 tons of Crushed Aggregate SB-2 to Bayou Bodcau, Starting Coordinates: Latitude 32.790307, Longitude -

93.488577, Ending Coordinates: Latitude 32.787429, Longitude -93.477524. The contractor shall submit a quote for this requirement in accordance with the terms and conditions of this solicitation.

FOB: Destination

0004 1 Job Bayou Bodcau Supply & Deliver SB-2

FFP

CLIN 0004 is for the supply and delivery of 500 tons of Crushed Aggregate SB-2 to Bayou Bodcau, Starting Coordinates: Latitude 32.881292, Longitude -

93.480903, Ending Coordinates: Latitude 32.872251, Longitude -93.475936. The contractor shall submit a quote for this requirement in accordance with the terms and conditions of this solicitation.

FOB: Destination

0005 1 Job Bayou Bodcau Supply & Deliver SB-2

FFP

CLIN 0005 is for the supply and delivery of 100 tons of Crushed Aggregate SB-2 to Bayou Bodcau, Starting Coordinates: Latitude 33.005628, Longitude -

93.519218, Ending Coordinates: Latitude 33.005384, Longitude -93.517714. The contractor shall submit a quote for this requirement in accordance with the terms and conditions of this solicitation.

FOB: Destination

0006 1 Job Ouachita Black Supply & Deliver SB-2

FFP

CLIN 0006 is for the supply and delivery of 650 tons of Crushed Aggregate SB-2 to Ouachita Black, Starting Coordinates: Latitude 32.18067, Longitude -92.10521.

The material will be used for road/parking lot surfacing. The USACE Technical

POC/COR will direct the contractor where to deliver the material on or around the starting coordinates. The contractor shall submit a quote for this requirement in accordance with the terms and conditions of this solicitation.

FOB: Destination

0007 1 Job Ouachita Black Supply & Deliver SB-2

FFP

CLIN 0007 is for the supply and delivery of 300 tons of Crushed Aggregate SB-2 to Ouachita Black, Starting Coordinates: Latitude 32.69872, Longitude --

92.083316. The material will be used for road/parking lot surfacing. The USACE

Technical POC/COR will direct the contractor where to deliver the material on or around the starting coordinates. The contractor shall submit a quote for this requirement in accordance with the terms and conditions of this solicitation.

FOB: Destination

0008 1 Job Ouachita Black Supply & Deliver SB-2

FFP

CLIN 0008 is for the supply and delivery of 300 tons of Crushed Aggregate SB-2 to Ouachita Black, Starting Coordinates: Latitude 32.865859, Longitude -

92.08080. The material will be used for road/parking lot surfacing. The USACE

Technical POC/COR will direct the contractor where to deliver the material on or around the starting coordinates. The contractor shall submit a quote for this requirement in accordance with the terms and conditions of this solicitation.

FOB: Destination

0009 1 Job Bayou Bodcau Supply & Deliver Chip Stone

FFP

CLIN 0009 is for the supply and delivery of 100 tons of No. 8 Chip Stone to

Bayou Bodcau, Starting Coordinates: Latitude 32.700176, Longitude --93.514580.

The USACE Technical POC/COR will direct the contractor where to deliver the material on or around the starting coordinates. The contractor shall submit a quote for this requirement in accordance with the terms and conditions of this solicitation.

FOB: Destination

0010 1 Job Ouachita Bla Supply/ Deliver Soil FIll

FFP

CLIN 0010 is for the supply and delivery of 600 cubic yards of Soil Fill Material to Ouachita Black, Starting Coordinates: Latitude 32.865859, Longitude -

92.08080. The USACE Technical POC/COR will direct the contractor where to deliver the material on or around the starting coordinates. The contractor shall submit a quote for this requirement in accordance with the terms and conditions of this solicitation.

FOB: Destination

Section C - Descriptions and Specifications

STATEMENT OF WORK

STATEMENT OF WORK:

COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK:

The Contractor shall be required to (a) commence deliveries under this contract on the start date of mutual agreement between the Government and the Contractor, but no later than 10 calendar days after the date the

Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the deliveries per an approved work schedule per the contract requirements.

Issuance of the notice to proceed under this contract will not be adjusted to accommodate schedules of other contracts. The contract requires submission of various pre-work plans and submittals for Government approval or acceptance prior to the commencement of delivery. The Government may also require various pre-work meetings prior to commencement of delivery. Should the Contractor fail to submit the required submittals and/or participate in the required meetings in a timely manner, the Government reserves the right to issue the notice to proceed prior to their completion of submittals.

LIQUIDATED DAMAGES:

If the Contractor fails to deliver the supplies or perform the services within the time specified in paragraph

COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK, the Contractor shall, in place of actual damages, pay to the Government liquidated damages of $2,124.00 per calendar day of delay.

If the Contractor fails to make deliveries on days that are scheduled for delivery, provided there are no excusable delays, those days will also be subject to the liquidated damages described above.

If the Government terminates this contract in whole or in part under the Default-Fixed-Price Supply and Service clause, the Contractor is liable for liquidated damages accruing until the Government reasonably obtains delivery or performance of similar supplies or services. These liquidated damages are in addition to excess costs of repurchase under the Termination Clause.

The Contractor will not be charged with liquidated damages when the delay in delivery or performance is beyond the control and without the fault or negligence of the Contractor as defined in the Default-Fixed-Price Supply and

Service Clause in this contract. (FAR 52.211-11)

GENERAL:

The Contractor shall provide all plant, labor, equipment, materials, and supplies to furnish and deliver Crushed

Aggregate (SB-2) to:

CLIN 0001

Bayou Bodcau

SB-2: 675 Tons

Delivery Location:

Starting Coordinates: Latitude 32.775777°, Longitude -93.496382°

Ending Coordinates: Latitude 32.763398°, Longitude -93.496329°

CLIN 0002

SB-2: 275 Tons

Delivery Location:

Starting Coordinates: Latitude 32.882794°, Longitude -93.460590°

Ending Coordinates: Latitude 32.879903°Longitude -93.466229°

CLIN 0003

Bayou Bodcau 0003

SB-2: 500 Tons

Delivery Location:

Starting Coordinates: Latitude 32.790307° Longitude -93.488577°

Ending Coordinates: Latitude 32.787429°, Longitude -93.477524°

CLIN 0004

SB-2: 500 Tons

Delivery Location:

Starting Coordinates: Latitude 32.881292°, Longitude -93.480903°

Ending Coordinates: Latitude 32.872251°, Longitude -93.475936°

CLIN 0005

SB-2: 100 Tons

Delivery Location:

Starting Coordinates: Latitude 33.005628°, Longitude -93.519218°

Ending Coordinates: Latitude 33.005384°, Longitude -93.517714°

CLIN 0006

Ouachita/Black

SB-2: 650 Tons

Delivery Location:

Starting Coordinates: Lat: 32.18067, Lon: -92.10521

Material will be used to surface a parking lot. Contractor shall deliver material at/around the starting coordinates as directed by the COR/USACE Technical POC.

CLIN 0007

SB-2: 300 Tons

Delivery Location:

Starting Coordinates: Lat: 32.69872, Lon: -92.083316

Material will be used to surface a parking lot. Contractor shall deliver material at/around the starting coordinates as

CLIN 0008

SB-2: 300 Tons

Delivery Location:

Starting Coordinates: Lat: 32.865859, Lon: -92.08080

Material will be used to surface a parking lot. Contractor shall deliver material at/around the starting coordinates as

The Contractor shall provide all plant, labor, equipment, materials, and supplies to furnish and deliver No. 8 ‘Chip

Stone’ to:

CLIN 0009

Chip Stone: 100 Tons

Delivery Location:

Starting Coordinates: Latitude 32.700176°, Longitude -93.514580°

The Contractor shall provide all plant, labor, equipment, materials, and supplies to furnish and deliver soil fill material to:

CLIN 0010

Soil Fill Material: 600 Cubic Yards

Delivery Location:

Starting Coordinates: - Lat: 32.865859, Lon: -92.08080

The government reserves the right to decrease or increase the final quantities of the purchase order depending on unit prices and available funding.

The inspection and acceptance procedures specified herein set forth a general policy that only the supplies meeting the requirements of this contract will be accepted. Neither the presence nor the absence of Government inspection shall relieve the Contractor from any contract requirements.

COMMUNICATION:

The Government will conduct a significant portion of communication on this contract via email. The Contractor shall submit via official correspondence at least one (three is recommended) valid email address to the Government for the exchange of correspondence. Should additional email addresses become customary for communication during the course of the contract, they may also be used for correspondence at the Government’s option.

DELIVERY:

The Contractor shall submit a written and signed delivery schedule to the Government for review and approval. At minimum, the schedule shall include the notice to proceed (NTP) date, delivery start date, tonnage to be delivered per day, and the completion date. Deliveries must begin within 10 calendar days of the notice to proceed being issued. Deliveries are not required on Saturdays, Sundays, or federal holidays unless authorized by the Government and agreed upon between the Contractor and Government. The Contractor shall make deliveries at a minimum of 5 days per week unless otherwise approved by the Contracting Officer’s Representative and/or designated government representative. Upon approval of all post-award submittals, the Contractor will have three business days to confirm/coordinate the delivery dates with the Contracting Officer’s Representative and/or designated government representative. The notice to proceed will be issued, at the Government’s option, after the delivery dates have been confirmed/coordinated with the Contracting Officer’s Representative and/or designated government representative.

The Contractor shall submit to the Contracting Officer’s Representative and/or designated government representative an updated schedule every 2 weeks, and as needed.

When weather or other conditions affect the delivery schedule the Contractor shall update the delivery schedule immediately (daily if necessary) to account for impacts to the initial schedule. Any changes to the original completion date must be justified by impacts that cannot be controlled by the Contractor. The Contractor shall coordinate these impacts in a timely fashion with the Contracting Officer’s Representative and/or designated government representative for concurrence prior to considering the work delay as justified. Weather delays will be based on conditions at the site of delivery. The Contracting Officer will make the final determination as to the validity of any delay.

When delivering road surfacing material, the Contractor shall deliver to the roads tail gate spread or belly dump spread the material so it can be graded by US Army Corps of Engineers personnel. The Contractor will not be allowed to dump the road surfacing material in piles in excess of 2 feet deep or in any manner that results in spillage of material off the roadway. The No. 8 ‘Chip Stone’ and soil fill material will be piled off the roadway in a designated area and will not be tail gate spread or belly dump spread. Final grading will be performed by US Army

Corps of Engineers personnel.

The Contractor shall provide an on-site delivery manager at each location during the delivery process for quality control, coordination, and management of deliveries. The delivery manager shall:

a.) be onsite at the delivery location for each day of scheduled deliveries, b.) communicate daily delivery information with the on-site Government inspector, c.) be the Contractor’s primary POC for the on-site Government inspector, d.) be responsible for delivery load ticket management, e.) keep and report delivery totals daily or as requested by the Government, f.) ensure deliveries are compliant with the contract specifications.

The Contractor’s delivery manager shall be on-site at all times while deliveries are made. Trucks will not be allowed to dump if the delivery manager is not present. Payment will not be made for loads that are dumped in the absence of the Contractor’s delivery manager.

The Contractor will not be allowed to deliver material until the Government has determined the delivery location is suitable. The Government will have personnel & equipment on-site. The Government will spread the material as it is delivered/dumped.. Close coordination, careful pre-planning, and continuous communication between the

Contractor and the Government r must be maintained. The Contractor may deliver 10 hours per day, 6 days per week (excluding Sundays), provided the Government is able to support the Contractor’s delivery schedule. The

Contractor shall implement measures to promote safe working conditions; the Contractor shall adhere to EM385-1-1

Corps Safety Manual, and traffic control plan requirements. The Contractor shall deliver between 750 and 2,000 tons of stone per day, or deliver by area, or a combination thereof, whichever is more convenient.

DELIVERY/HAULING VEHICLE IDENTIFICATION:

To facilitate identification and logging of delivery vehicles, the Contractor shall insure that each vehicle to be used in executing deliveries has an individual identification number or license plate number; or, where trailers are to be used, individual identification numbers or license plate numbers for each trailer. The Contractor shall keep all license plates, ID numbers, etc. clean and otherwise legible. Vehicles with dirty or illegible license plates or identification numbers will not be allowed to dump until these plates or ID numbers are made legible by the

Contractor. All ID numbers shall be on the sides of the delivery vehicles. Any other vehicle or trailer identification system used by the Contractor shall provide for uniform, plainly visible, and permanent numbering affixed to the vehicle or trailer. Such numbering shall make each vehicle and trailer individual with respect to delivery activities under this contract, i.e., each truck or trailer shall have its own number. Vehicles and/or trailers that do not have a license plate and/or ID number will not be allowed to dump, and ticket will not be accepted. Vehicles and/or trailers that are not listed on the vehicle identification list will not be allowed to dump, and ticket will not be accepted.

DELIVERY TICKETS:

The Contractor shall provide serialized delivery tickets with each load delivered. These tickets shall be in duplicate and contain a carbon sheet or an equivalent method of transferring notations thereon from one ticket to its copy. At a minimum, the following information shall be shown on each ticket:

Contractor's Name

Delivery Vehicle ID Number Ticket Serial Number

Date of Delivery

Contract Number

Location of Delivery

Delivery Order Number

Quantity Loaded on Truck, including Gross Wt., Tare, and Net

In addition to this information, the ticket shall have sufficient space for the Government inspector to indicate thereon the amount measured as delivered, the time of delivery, and their signature. Subsequent to delivery and measurement, the Contractor shall provide the delivery ticket to the Government inspector for this notation and signature, whereupon the inspector will keep the original and give the copy back to the Contractor. The Government inspector reserves the right to refuse to sign a delivery ticket if it is deemed that the material does not meet the requirements of this purchase order or under circumstances where other conditions of this purchase order were violated. The Government inspector’s signature does not constitute acceptance of a load should a violation of contract requirements of quality or otherwise be noted at a later time. Signatures on a delivery ticket by anyone other than the authorized Government inspector will not be accepted for payment purposes.

MEASUREMENT:

Measurement of materials for payment shall be in tons (2,000 pounds) by industry standards to include certified scale/weight measurement. The method of measurement for payment of materials scale weight measurement shall be established and discussed with the Contracting Officer’s Representative and/or designated government representative prior to beginning delivery at each location.

Measurement of fill material shall be in cubic yards.

Truck Measurements - each truck load shall be weighed to the nearest 0.1 ton and the final quantity rounded to the nearest ton. The exception will be soil fill material, which shall be measured according to the nearest yard of truck container space. Trucks shall be weighed on scales certified by a public weighmaster. Scales shall be located within

50 miles of the delivery site. Scales shall have automated digital printout. Handwritten tickets will not be accepted.

The Government may elect to employ personnel at the scale at any time to verify measurements. All truck measurement processes and procedures are subject to Government acceptance and may be required to be altered at any time the Government deems necessary.

Truck tickets for certified scale weights shall be signed by the on-site Government POC at the time of each delivery.

Payment will not be made for tickets that aren’t signed by the on-site Government POC.

MISCELLANEOUS INFORMATION:

It is the Contractor's responsibility to determine their tax exemption status on projects. The Government will provide a Tax Exemption Certificate to the awardee per contractor’s request.

The Contractor is responsible for complying with public roadway laws/regulations. The Government is not responsible for any additional costs that may be incurred during the prosecution of this order nor make any guarantees as to the Contractor’s ability to make deliveries. It is the Contractor’s responsibility to make delivery to the designated locations. Use of levee roads for hauling is not guaranteed. It is the Contractor’s responsibility to plan their haul routes and coordinate with the associated authorities for approval and/or permitting (i.e. counties, levee boards, rail roads, etc.).

ROAD/PARKING LOT SURFACING MATERIAL:

The Contractor shall provide a certified gradation sheet for the material to be delivered prior to beginning delivery.

The material shall not include excess or free water.

PIT VISIT:

Prior to the issuance of Notice-To-Proceed, the Government may elect to visit the proposed source (pits) to inspect the materials. Accordingly, the Contractor shall furnish to the Contracting Officer’s Representative and/or designated government representative the location(s) of the pit or pits where the materials will be obtained. The

Contractor shall insure that the Government has access to these pits for such inspections.

If the Government elects to inspect a pit, the Contractor will be advised, and visit arrangements will be mutually compatible between the Government and the Contractor. Determinations made by the Government related to such visits shall not relieve the Contractor from any contract requirements.

UNSATISFACTORY MATERIAL:

Any material furnished to a delivery point that is found non-compliant with these specifications shall be promptly removed by the Contractor at their own expense. The fact that material may have been dumped before it was found unsatisfactory shall have no bearing on the Contractor's responsibility for removal under these circumstances.

SAFETY:

The Contractor shall strictly comply with the U.S. Army Corps of Engineers Safety and Health Requirements

Manual, EM 385-1-1, this manual, and all subsequent revisions of the manual, as it applies to the activities under this contract. In addition to EM 385-1-1, the Contractor is Subject to the provisions of the Safety and Health

Regulations for Construction and Occupational Safety Standards, which are published by the Department of Labor under authority of Public Laws 91-54 and 91-596. The Contractor shall maintain all applicable provisions of these regulations as they relate to the activities under this contract. The Contractor shall also routinely discuss applicable provisions of EM 385-1-1, Job Hazard Analyses, and OSHA standards with employees during contract performance.

CONTRACTING OFFICER REPRESENTATIVE:

To be determined at time of contract award.

SECURITY REQUIREMENTS:

OPSEC Training. All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training.

The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training.

OPSEC awareness training is available at the following websites: https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

Pre-screen candidates using the E-Verify Program. The Contractor must pre-screen Candidates using the E-Verify

Program.(http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The

Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-Verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award. *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

SPECIFICATIONS

SPECIFICATIONS:

Specifications to Supply and Deliver Crushed Aggregate SB-2, No. 8 Chip Stone, and Soil Fill Material.

1.1 REFERENCES

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

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS(AASHTO)

AASHTO T 27 (2014) Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates AASHTO T 89

(2002; R 2006) Standard Method of Test for Determining the Liquid Limit of Soils

AASHTO T 90 (2000; R 2004) Standard Method of Test for Determining the Plastic Limit and Plasticity Index of

Soils

AASHTO T 96 (2002; R 2006) Standard Method of Test for Resistance to Degradation of Small-Size Coarse

Aggregate by Abrasion and Impact in the Los Angeles Machine

AASHTO T 104 (1999; R 2007) Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or

Magnesium Sulfate

ASTM INTERNATIONAL (ASTM)

ASTM C 127 (2015) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of

Coarse Aggregate

ASTM D 3740 (2019) Minimum Requirements for Agencies Engaged in the Testing Inspection of Soil and Rock as

Used in Engineering Design and Construction

ASTM D 4992 (2014) Evaluation of Rock to be Used for Erosion Control

ASTM D 5312 (2013) Evaluation of Durability of Rock for Erosion Control Under Freezing and Thawing

Conditions

ASTM D 5313 (2013) Evaluation of Durability of Rock for Erosion Control Under Wetting and Drying Conditions

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST HB 44 (2010) Specifications, Tolerances, and Other Technical Requirements for Weighing and Measuring

Devices

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE CRD-C 144 (1992) Standard Test Method for Resistance of Rock to Freezing and Thawing

COE CRD-C 148 (1969) Method of Testing Stone for Expansive Breakdown on Soaking in Ethylene Glycol COE

CRD-C 169 (1997) Standard Test Method for Resistance of Rock to Wetting and

Drying

1.2 GOVERNMENT TESTING

1.2.1 Stone

1.2.1.1 General

All stone shall be durable material. Stone shall be of a suitable quality to ensure permanence in the structure and in the climate in which it is to be used. It shall be free from cracks, seams, and other defects that would tend unduly to increase its deterioration from natural causes. The stone shall be clean and reasonably free from earth and dust and shall contain no refuse.

1.2.1.2 Sources

a. List of Sources. Stone shall be furnished from any of the sources listed in these specifications see Attachment

0001, Approved Source List, for a complete list of approved Quarries.

b. Selection of Source. The Contractor shall designate in writing only one source or one combination of sources from which stone will be acquired.

c. Acceptance of Materials. Acceptance of a source of stone is not to be construed as acceptance of all material from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels, when such materials are unsuitable for stone as determined by the Government representative. Materials produced from a listed source shall meet all the requirements herein.

1.3 POST AWARD SUBMITTALS. Government approval is required for all submittals. The following shall be submitted post award to the Contracting Officer’s Representative and/or designated government representative no later than 5 business days after contract award:

(1) Material source

(2) Certified Gradation Sheet, 1 Gradation per project for the Crushed Aggregate SB-2, No. 8 Chip Stone, and Soil

Fill Material.

(3) SD-06 Test Reports. Gradation Test, the gradation tests shall be submitted using the Gradation Test Data Sheet enclosed at end of this section.

(4) SD-07 Certificates

(5) Material Tests, Certificates of compliance attesting that the materials meet specification requirements shall be submitted to the USACE COR/Technical Point of Contact.

PART 2 MATERIALS

STONE QUALITY: The following quality requirements apply to the stone to be supplied under the terms of this contract:

a. Hardness and Durability: All stone shall be of sufficient hardness and durability to not disintegrate under the elements or be easily broken in handling.

b. Cleanliness: All stone shall be clean and free of dirt or other foreign material.

c. Angularity: All stone shall have sharp edges as produced by normal quarrying operations.

d. Density: All stone shall have a minimum density of 155 pounds per cubic foot as determined in accordance with the procedure CRD-C-107-60, "Method for Specific Gravity, Absorption and Unit Weight of Coarse Aggregate, and

Riprap."

e. Absorption: All stone shall have absorption less than 2 percent. The method of test for absorption shall be ASTM

C 127 –Standard Test Method for Density, Relative Density (Specific Gravity) and Absorption of Coarse Aggregate.

For riprap absorption, bulk specific gravity, SSD, the test method shall be ASTM D 6473 – Specific Gravity and

Absorption of Rock for Erosion Control.

f. Soundness: The soundness loss of course aggregate shall not exceed 15 percent when subjected to 5 cycles of the magnesium sulfate soundness test in accordance with ASTM C 88 – Standard Test Method for Soundness of

Aggregates by Use of Sodium Sulfate or Magnesium Sulfate or AASHTO T 104.

g. Gradation: The stone shall be graded as specified below.

TABLE 1. REQUIREMENTS FOR GRADATION OF AGGREGATE- (SB-2)

Sieve Size Design Range Percentage by Weight Passing Sieves

2 inch (50.0 mm) 100

1½ inch (37.0 mm) 95-100

1 inch (25.0 mm) 70-95

3/4 inch (19.0 mm) 55-85

No. 4 (4.75 mm) 30-60

No. 30 (0.60 mm) 12-30

No. 200 (0.075 mm) 0-8

h. Soil fill material must have a Plasticity Index (PI) range from 8-27 and be free of deleterious materials such as wood (roots, limbs, etc.) plastic, trash, metal, or other debris.

3.0 MATERIAL TESTS

3.1 MATERIAL QUALITY TESTING:

3.1.1 Prior to the delivery of the material, the Contractor shall submit, to the COR/USACE Technical Point of

Contact for approval, an analysis, from a State Highway Department approved independent laboratory, of the proposed material to be supplied.

3.1.2 The Contractor shall supply test results to the USACE COR/Technical Point of Contact. The results of the analysis shall be approved by the COR/Technical Point of Contract prior to the notice to proceed being issued.

3.1.3 At any time during the period of this contract, the USACE COR/Technical Point of Contact may require the

Contractor to perform, at his/her own expense, quality testing of the materials furnished or proposed to be furnished with samples to be taken either at the delivery point or at the pit (as deemed necessary by the USACE

COR/Technical Point of Contact). This quality testing will include that for gradation, sieve analyses, liquid limits and plasticity index. All samples will be taken by the Contractor in the presence of a Government representative.

The number and frequency of these samplings and tests will be determined by the Government representative.

3.1.4 Also, the laboratory facilities used for such testing shall be subject to inspection and/or approval by the

Government representative and the Government reserves the right to be present during the performance of directed testing. From the date of receipt of notification of any requirement for such testing, the Contractor shall accomplish the testing within five (5) working days and provide the test results to the Government representative within seven

(7) working days.

3.2 TESTS:

3.2.1 General

The Contractor shall perform gradation tests to assure compliance with contract requirements and shall maintain detailed records.

3.2.2 Reporting

Reporting shall be in accordance with paragraph GRADATION TEST.

3.2.3 Standard Test Method for Gradation of Riprap and Graded Stone

a. Select a representative sample (See Note No. 1), weigh and dump on hard stand.

b. Select specific sizes (see example) on which to run "individual weight larger than" test. (See Note No. 2).

Procedure is similar to the standard aggregate gradation test for "individual weight retained".

c. Determine the largest size stone in the sample. (100 percent size)

d. Separate by "size larger than" the selected weights, starting with the larger sizes. Use reference stones, with identified weights, for visual comparison in separating the obviously "larger than" stones. Stones that appear close to the specific weight must be individually weighed to determine size grouping. Weigh each size group, either individually or cumulatively.

e. Paragraph d above will result in "individual weight retained" figures. Calculate individual percent retained

(heavier than) cumulative percent retained and cumulative percent passing (lighter than). Plot percent passing, along with the specification curve on ENG Form 4794-R.

NOTE NO. 1: Sample Selection: The most important part of the test and the least precise is the selection of a representative sample. No "standard" can be devised; larger quarry run stone is best sampled at the shot or stockpile by given direction to the loader; small graded stone is best sampled by random selection from the transporting vehicles. If possible, all parties should take part in the sample selection, and agree before the sample is run, that the sample is representative.

NOTE NO. 2: Selection of Size for Separation: It is quite possible and accurate to run a gradation using any convenient sizes for the separation, without reference to the specifications. After the test is plotted on a curve, then the gradation limits may be plotted. Overlapping gradations with this method are no problem. It is usually more convenient, however, to select points from the gradation limits, such as the minimum 50 percent size, the minimum

15 percent size, and one or two others, as separation points.

4.0 UNSATISFACTORY MATERIAL: Any material furnished to a delivery point that is found not to be in compliance with these specifications shall be promptly removed by the Contractor at their own expense. The fact that material may have been dumped before it was found unsatisfactory shall have no bearing on the Contractor's approval under these circumstances.

Section E - Inspection and Acceptance

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

0002 Destination Government Destination Government

0003 Destination Government Destination Government

0004 Destination Government Destination Government

0005 Destination Government Destination Government

0006 Destination Government Destination Government

0007 Destination Government Destination Government

0008 Destination Government Destination Government

0009 Destination Government Destination Government

0010 Destination Government Destination Government

CLAUSES INCORPORATED BY REFERENCE

52.246-2 Inspection Of Supplies--Fixed Price AUG 1996

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 27-SEP-2021 TO

31-JAN-2022

N/A PR W2R9 ENDIST VICKSBURG

SEE SCHEDULE

4155 CLAY ST

VICKSBURG MS 39180-3435

FOB: Destination

W807PM

0002 POP 27-SEP-2021 TO

N/A (SAME AS PREVIOUS LOCATION)

0003 POP 27-SEP-2021 TO

N/A (SAME AS PREVIOUS LOCATION)

0004 POP 27-SEP-2021 TO

N/A (SAME AS PREVIOUS LOCATION)

0005 POP 27-SEP-2021 TO

N/A (SAME AS PREVIOUS LOCATION)

0006 POP 27-SEP-2021 TO

N/A (SAME AS PREVIOUS LOCATION)

0007 POP 27-SEP-2021 TO

N/A (SAME AS PREVIOUS LOCATION)

0008 POP 27-SEP-2021 TO

N/A (SAME AS PREVIOUS LOCATION)

0009 POP 27-SEP-2021 TO

N/A (SAME AS PREVIOUS LOCATION)

0010 POP 27-SEP-2021 TO

N/A (SAME AS PREVIOUS LOCATION)

52.242-15 Stop-Work Order AUG 1989

Section G - Contract Administration Data

Section I - Contract Clauses

52.204-13 System for Award Management Maintenance OCT 2018

52.204-23 Prohibition on Contracting for Hardware, Software, and

Services Developed or Provided by Kaspersky Lab and Other

Covered Entities.

JUL 2018

52.209-10 Prohibition on Contracting With Inverted Domestic

Corporations

NOV 2015

52.223-6 Drug-Free Workplace MAY 2001

52.232-11 Extras APR 1984

52.232-39 Unenforceability of Unauthorized Obligations JUN 2013

52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.233-3 Protest After Award AUG 1996

52.243-1 Changes--Fixed Price AUG 1987

52.249-8 Default (Fixed-Price Supply & Service) APR 1984

252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013

252.204-7003 Control Of Government Personnel Work Product APR 1992

252.204-7012 Safeguarding Covered Defense Information and Cyber

Incident Reporting

DEC 2019

252.204-7015 Notice of Authorized Disclosure of Information for Litigation

Support

MAY 2016

252.204-7018 Prohibition on the Acquisition of Covered Defense

Telecommunications Equipment or Services

JAN 2021

252.204-7020 NIST SP 800-171 DoD Assessment Requirements NOV 2020

252.225-7001 Buy American And Balance Of Payments Program-- Basic DEC 2017

252.232-7003 Electronic Submission of Payment Requests and Receiving

Reports

DEC 2018

252.232-7010 Levies on Contract Payments DEC 2006

252.243-7001 Pricing Of Contract Modifications DEC 1991

252.244-7000 Subcontracts for Commercial Items JAN 2021

CLAUSES INCORPORATED BY FULL TEXT

52.204-25 PROHIBITION ON CONTRACTING FOR CERTAIN TELECOMMUNICATIONS AND VIDEO

SURVEILLANCE SERVICES OR EQUIPMENT (AUG 2020)

(a) Definitions. As used in this clause--

Backhaul means intermediate links between the core network, or backbone network, and the small subnetworks at the edge of the network (e.g., connecting cell phones/towers to the core telephone network). Backhaul can be wireless (e.g., microwave) or wired (e.g., fiber optic, coaxial cable, Ethernet).

Covered foreign country means The People's Republic of China.

Covered telecommunications equipment or services means--

(1) Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities);

(2) For the purpose of public safety, security of Government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology

Company (or any subsidiary or affiliate of such entities);

(3) Telecommunications or video surveillance services provided by such entities or using such equipment; or

(4) Telecommunications or video surveillance equipment or services produced or provided by an entity that the

Secretary of Defense, in consultation with the Director of National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country.

Critical technology means--

(1) Defense articles or defense services included on the United States Munitions List set forth in the International

Traffic in Arms Regulations under subchapter M of chapter I of title 22, Code of Federal Regulations;

(2) Items included on the Commerce Control List set forth in Supplement No. 1 to part 774 of the Export

Administration Regulations under subchapter C of chapter VII of title 15, Code of Federal Regulations, and controlled--

(i) Pursuant to multilateral regimes, including for reasons relating to national security, chemical and biological weapons proliferation, nuclear nonproliferation, or missile technology; or

(ii) For reasons relating to regional stability or surreptitious listening;

(3) Specially designed and prepared nuclear equipment, parts and components, materials, software, and technology covered by part 810 of title 10, Code of Federal Regulations (relating to assistance to foreign atomic energy activities);

(4) Nuclear facilities, equipment, and material covered by part 110 of title 10, Code of Federal Regulations (relating to export and import of nuclear equipment and material);

(5) Select agents and toxins covered by part 331 of title 7, Code of Federal Regulations, part 121 of title 9 of such

Code, or part 73 of title 42 of such Code; or

(6) Emerging and foundational technologies controlled pursuant to section 1758 of the Export Control Reform Act of 2018 (50 U.S.C. 4817).

Interconnection arrangements means arrangements governing the physical connection of two or more networks to allow the use of another's network to hand off traffic where it is ultimately delivered (e.g., connection of a customer of telephone provider A to a customer of telephone company B) or sharing data and other information resources.

Reasonable inquiry means an inquiry designed to uncover any information in the entity's possession about the identity of the producer or provider of covered telecommunications equipment or services used by the entity that excludes the need to include an internal or third-party audit.

Roaming means cellular communications services (e.g., voice, video, data) received from a visited network when unable to connect to the facilities of the home network either because signal coverage is too weak or because traffic is too high.

Substantial or essential component means any component necessary for the proper function or performance of a piece of equipment, system, or service.

(b) Prohibition.

(1) Section 889(a)(1)(A) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2019, from procuring or obtaining, or extending or renewing a contract to procure or obtain, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. The Contractor is prohibited from providing to the Government any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system, unless an exception at paragraph (c) of this clause applies or the covered telecommunication equipment or services are covered by a waiver described in FAR

4.2104.

(2) Section 889(a)(1)(B) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2020, from entering into a contract, or extending or renewing a contract, with an entity that uses any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system, unless an exception at paragraph (c) of this clause applies or the covered telecommunication equipment or services are covered by a waiver described in FAR 4.2104. This prohibition applies to the use of covered telecommunications equipment or services, regardless of whether that use is in performance of work under a Federal contract.

(c) Exceptions. This clause does not prohibit contractors from providing--

(1) A service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(2) Telecommunications equipment that cannot route or redirect user data traffic or permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(d) Reporting requirement.

(1) In the event the Contractor identifies covered telecommunications equipment or services used as a substantial or essential component of any system, or as critical technology as part of any system, during contract performance, or the Contractor is notified of such by a subcontractor at any tier or by any other source, the Contractor shall report the information in paragraph (d)(2) of this clause to the Contracting Officer, unless elsewhere in this contract are established procedures for reporting the information; in the case of the Department of Defense, the Contractor shall report to the website at https://dibnet.dod.mil. For indefinite delivery contracts, the Contractor shall report to the

Contracting Officer for the indefinite delivery contract and the Contracting Officer(s) for any affected order or, in the case of the Department of Defense, identify both the indefinite delivery contract and any affected orders in the report provided at https://dibnet.dod.mil.

(2) The Contractor shall report the following information pursuant to paragraph (d)(1) of this clause:

(i) Within one business day from the date of such identification or notification: The contract number; the order number(s), if applicable; supplier name; supplier unique entity identifier (if known); supplier Commercial and

Government Entity (CAGE) code (if known); brand; model number (original equipment manufacturer number, manufacturer part number, or wholesaler number); item description; and any readily available information about mitigation actions undertaken or recommended.

(ii) Within 10 business days of submitting the information in paragraph (d)(2)(i) of this clause: Any further available https://dibnet.dod.mil/ https://dibnet.dod.mil/ information about mitigation actions undertaken or recommended. In addition, the Contractor shall describe the efforts it undertook to prevent use or submission of covered telecommunications equipment or services, and any additional efforts that will be incorporated to prevent future use or submission of covered telecommunications equipment or services.

(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e) and excluding paragraph (b)(2), in all subcontracts and other contractual instruments, including subcontracts for the acquisition of commercial items.

(End of clause)

52.211-11 LIQUIDATED DAMAGES--SUPPLIES, SERVICES, OR RESEARCH AND DEVELOPMENT (SEP

2000)

(a) If the Contractor fails to deliver the supplies or perform the services within the time specified in this contract, the

Contractor shall, in place of actual damages, pay to the Government liquidated damages of $2,124.00 per calendar day of delay.

(b) If the Government terminates this contract in whole or in part under the Default--Fixed-Price Supply and Service clause, the Contractor is liable for liquidated damages accruing until the Government reasonably obtains delivery or performance of similar supplies or services. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(c) The Contractor will not be charged with liquidated damages when the delay in delivery or performance is beyond the control and without the fault or negligence of the Contractor as defined in the Default--Fixed-Price Supply and

Service clause in this contract.

52.212-4 CONTRACT TERMS AND CONDITIONS-- COMMERCIAL ITEMS (OCT 2018)

(a) Inspection/Acceptance. The Contractor shall only tender for acceptance those items that conform to the requirements of this contract.