Amendment W912WJ26QA065-0001.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Solicitation/Contract Form Continuation

The following changes have been made:

Miscellaneous text in this section has been added to:

REQUEST FOR INFORMATION:

QUESTION 1: Please advise if either a conference call or video conference call will be acceptable for the pre-work conference instead of being physically present at the meeting?

RESPONSE 1: Yes, a conference call or video call is acceptable and Section II.4. of the Supply Requirement has been revised.

Continuation of Description

Miscellaneous text in this section has been modified to:

INTERESTED VENDORS SHALL REVIEW THE "ADDENDUM TO 52.212-1" AND

"ADDENDUM TO EVALUATION" FOR INSTRUCTIONS AND EVALUATION CRITERIA.

VENDORS ARE RESPONSIBLE FOR ENSURING THEIR QUOTE SUBMISSION MEETS

ALL REQUIREMENTS. FAILURE TO DO SO MAY RESULT IN QUOTES BEING DEEMED

NON-RESPONSIVE AND REMOVED FROM CONSIDERATION.

THE MANDATORY SOLICITATION SURVEY SHALL BE COMPLETED IN ITS ENTIRETY

AND RETURNED WITH QUOTES. FAILURE TO DO SO MAY RESULT IN QUOTES BEING

DEEMED NON-RESPONSIVE AND REMOVED FROM CONSIDERATION.

SUPPLY REQUIREMENT:

BLANKET PURCHASE AGREEMENT

U.S. ARMY CORPS OF ENGINEERS

EARTHEN MATERIAL SUPPLY

NAUGATUCK RIVER BASIN

CONNECTICUT

W912WJ26QA0650001

I. BLANKET PURCHASE AGREEMENT (BPA) TERMS AND CONDITIONS (IAW FAR 12.201-1

(e)(3))

1. Description of Agreement: The purpose of this Blanket Purchase Agreement (BPA) is to provide an indefinite quantity of Earthen Materials to projects throughout the Naugatuck River Basin. The intent of this BPA is to provide the Government with a cost-effective, rapid response way to maintain the U.S. Army Corps of Engineers (USACE) facilities.

Under this BPA, your organization shall provide labor, equipment, and materials in accordance with the attached Price Schedule and Scope of Work when called by the Contracting Officer or their designated representative(s). Supplies will be requested through Purchases made under this BPA, that shall be referred to as Calls.

2. The duration of this BPA shall be three (3) years from date of award, or upon reaching the BPA Master Limit. Calls can be placed up to the date of the BPA expiration. The period of performance of any Call placed prior to the BPA expiration can extend past the date of the BPA expiration.

3. Extent of Obligation: In accordance with FAR 12.201-1(e)(3), the Government is obligated only to the extent of authorized purchases (Calls) made under the Blanket Purchase Agreement. The establishment of the BPA does not imply any agreement on the part of the Government to place future Calls with the BPA holder. The Government makes no representation as to the number of Calls or actual amount of work to be ordered.

4. Purchase Limitation: The Contractor shall furnish all labor, equipment, and materials necessary to execute the material delivery for each BPA Call under this agreement. No single BPA Call may exceed $25,000 in total cost. The BPA Master Dollar Limit is $250,000.

5. Individuals authorized to purchase under the BPA: Only the Contracting Officer is authorized to purchase under the BPA.

6. BPA Call Procedures:

a. USACE may have multiple Blanket Purchase Agreements in place with various Contractors for the same requirement. USACE intends to compete each Call among a pool of up to three BPA holders to determine if a contractor can provide the supplies in the required time frame and price. Award will be based on the lowest price that will provide the supplies in the required time frame.

b. The Contractor shall provide a quote for each BPA Call request within fourteen (14) calendar days of the initial contact by the Technical Point of Contact (TPOC). The Contractor may receive additional time to provide a quote if it is pre-approved by the Technical Point of Contact.

If Contractor does not wish to submit a quote on the Blanket Purchase Agreement Call request, they shall inform the Technical Point of Contact by email and state such, within 14 calendar days of initial contact by the Technical Point of Contact.

c. Upon notification of an executed BPA Call from the Government, the Contractor shall Coordinate with the Technical Point of Contact within 14 calendar days to schedule the delivery.

7. Delivery Tickets: All deliverables provided under the agreement shall be identified by the following minimum information:

a. Name of Contractor/Supplier

b. BPA number

c. Date of purchase (Call)

d. Purchase (Call) number

e. Itemized list of supplies or services furnished.

f. Quantity, unit price, and extension for each item, less applicable discounts (unit prices and extensions need not be shown when incompatible with the use of automated systems, provided that the invoice is itemized to show this information.

g. Date of delivery or shipment.

8. Invoices: An itemized invoice shall be submitted at completion of call, at least monthly or upon expiration of this BPA, whichever occurs first, for all deliverables provided against this BPA during a billing period and for which payment has not been received. Invoices will be paid based on deliverables that have been received and approved by the Call's Technical Point of Contact.

These invoices need not be supported by copies of delivery tickets; however, invoices must indicate the BPA number, Call number, Invoice Date, Contract Number, Dates of Delivery, Description of Work, Quantities, Material/Supply, and Total Amount Due per line item.

For jobs greater than 30 days the Contractor may request multiple payments.

The invoice for each project will be sent (email preferred) to the appropriate Technical Point of Contact.

9. Technical Points of Contact: Below is a list of the Technical Point of Contact and their associated project(s):

a. Project Manager, Steven Patchkofsky

Phone: 978.318.8369

Email: Steven.d.patchkofsky@usace.army.mil

i. Thomaston Dam

ii. Black Rock Lake

iii. Northfield Brook Lake

iv. Goshen Relay Radio Station

b. Project Manager, John Haluchak

Phone: 978.318.8439

Email: john.a.haluchak@usace.army.mil

i. Colebrook River Lake

c. Project Manager, Diana Errico-Topolski

Phone: 978.318.8370

Email: Diana.j.errico-topolski@usace.army.mil

i. Hop Brook Lake

ii. Stamford Hurricane Barrier

iii. Hancock Brook Lake

iv. Naugatuck River Area Office

II. SCOPE OF WORK:

1. Locations: Project Offices are located throughout Connecticut and include the following locations (listed alphabetically):

a. Black Rock Lake

350 Old Branch Road

Thomaston, CT 06787 (Litchfield County)

b. Colebrook River Lake

Bldg 426A Colebrook River Road (Route 8)

Colebrook CT 06021 (Litchfield County)

c. Goshen Radio Relay Station

493 Hageman-Shean Road

Goshen, CT 06756 (Litchfield County)

d. Hancock Brook Lake

560 Greystone Rd

Terryville, CT 06786 (Litchfield County)

e. Hop Brook Lake

4 Straits Turnpike

Middlebury, CT 06762 (New Haven County)

f. Naugatuck River Area Office

100 Allerton Farms Road

Middlebury, CT 06762 (New Haven County)

g. Northfield Brook Lake

1550 Northfield Road (Route 254)

Thomaston, CT 06787 (New Haven County)

h. Stamford Hurricane Barrier

230 Elmcroft Road

Stamford, CT 06905 (Fairfield County)

i. Thomaston Dam

331 Hill Road

Thomaston, CT 06787 (Litchfield County)

2. Workday

Hours of operation may vary, but generally project areas will be open to the contractor Monday through Friday, 7:00 AM to 3:00 PM, and all work must be performed during those hours.

Please confirm work hours with the Technical Point of Contact after each BPA Call award. No work will be permitted on weekends or Government holidays, unless approved by the Technical Point of Contact.

The Government shall be given seven (7) days' notice prior to the start of work under each new Blanket Purchase Agreement Call.

3. Safety Requirements

**USACE staff may cease work at any time should the safety of Employees, Contractors, and /or the Public become jeopardized. **

a. General:

All work shall be conducted in accordance with the U.S. Army Corps of Engineers Safety and Health Requirements Manual (EM 385-1-1, most recent edition), and all applicable OSHA, federal, state, and local safety and health requirements. A copy of EM 385-1-1 can be accessed at the project office or electronically at the following link (effective 15 March 2024):

https://www.publications.usace.army.mil/Portals/76/EM%20385-1-1%20_EFFECTIVE% 2015March2024.pdf

Project staff reserve the right to call an all-stop to work at any time should the safety of employees, Contractors, and/or the public become jeopardized.

b. Accident Prevention Plan:

The Contractor shall prepare a site-specific Accident Prevention Plan. The APP must be written by a Competent Person (CP) and document the specific work processes, equipment, materials to be used, hazards and applicable control measures.

i. The mandatory ENG Form 6293 (Accident Prevention Plan Worksheet) must be submitted and accepted prior to beginning on site work:

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6293_2023Aug31.pdf

ii. A preparatory meeting shall be conducted by the Prime Contractor to discuss the APP contents with all effected onsite employees. The Prime Contractor is responsible for informing the subcontractors of the safety provisions under the terms of the contract, the penalties for noncompliance, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.

iii. Daily safety meetings shall be held and documented. Records shall be available to the Technical Point of Contact upon request.

c. Activity Hazard Analysis:

An AHA shall be submitted and accepted for each Definable Feature of Work (DFOW) in accordance with EM 385-1-1, Chapter 2-6. A DFOW is defined as any task, which is separate and distinct from other tasks, has separate control requirements, or is identified as different trades or disciplines. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

For a non-mandatory formatted outline of an AHA, see ENG Form 6206 (Activity Hazard Analysis):

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6206_2023Aug24.pdf

d. Site Safety and Health Officer (SSHO) Requirements:

The Contractor shall employ a minimum of one person to function as a Level 3, SSHO. A Level 3 SSHO is a designated Qualified Person (QP) or Competent Person (CP) with Safety and Occupational Health (SOH) responsibility that meets the requirements of EM 385-1-1, Chapter 2-3.b and 2-4.b.

Level 3 SSHOs must have training, knowledge, and/or experience identifying hazards and implementing controls for the work being performed.

The SSHO shall be present at the project site and be responsible for overseeing the implementation of the prime contractor's SOH program. Contractor shall designate all SSHOs on a mandatory ENG Form 6282 (Site Safety and Health Officer Designation Letter):

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_2023Aug28.pdf

e. Additional Personnel Requirements:

Other Competent Person (CP) or Qualified Persons (QP) may be required per EM 385-1-1 and /or other sections of this Scope of Work, based on the Definable Features of Work (DFOW) for this project.

f. Accident Reporting:

All accidents and near misses shall be investigated by the Contractor and reported to the Technical Point of Contact in accordance with EM 385-1-1, Table 2-1.

The mandatory ENG Form 3394 shall be completed and submitted to the Technical Point of Contact within seven (7) days of an incident: https://www.publications.usace.army.mil/Portals/76 /Publications/EngineerForms/Eng_Form_3394_2021Aug.pdf

g. Employee Exposure Data:

The Contractor shall electronically report total employee work hours (including subcontractors) to the Technical Point of Contact by close of business on the 10th calendar day of the following month.

4. Pre-Work Conference:

Prior to the start of any work, the Technical Point of Contact will schedule and conduct a pre-work conference. The Contractor's Project Manager and Quality Control Personnel be will may physically present at this meeting, . The or the meeting may be held via phone call or video call Contractor shall directly oversee all work on the project and the Project Manager and Quality Control Personnel shall have the authority to act on behalf of the Contractor. This conference will be held at the time and location agreeable to the Government and Contractor. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. At the pre-work conference the Contractor shall provide the name of the project superintendent with a telephone number for project coordination.

The following is a general list of items for discussion during this Pre-Work Conference:

a. Authority of the Technical Point of Contact and Quality Assurance Inspectors

b. Contractor's Safety Program (including sub-contractors)

c. Submittals: includes mandatory ENG Form 6293 (Accident Prevention Plan Worksheet) and Activity Hazard Analysis for each Definable Feature of Work (DFOW), Safety Meetings and Documentation, and Material Safety Data Sheets (SDS)

d. Accident Reporting (ENG Form 3394)

e. Correspondence, Communication and Administrative Procedures

f. Invoice and Payment

5. Permits

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The Contractor shall comply with any applicable Federal, State, County, and Municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

6. Security

The Contractor shall comply with all established security policies at each Project Office identified. If applicable, Contractor shall comply with Projects Key Control Management Program. Due to periods of heightened security, which may affect access to the areas covered under this contract, areas may be subject to periodic closures, which in turn may reduce or inhibit the Contractor's ability to access certain areas. During periods of heightened security, the Government reserves the right, at any time, to close any property or portion of property and reschedule and/or cancel any subsequent service in an area. The Contractor shall be given at least a 24-hour notice of any such closure.

7. Contractor Conduct

Alcohol and firearms are prohibited on project grounds. Contractor and employees shall comply with CFR 36 Rules and Regulations.

8. Contractor's Personnel:

a. Minimum Personnel Requirements

As noted previously, the Contractor shall provide an adequate number of fully qualified personnel to perform the work properly and efficiently within the time limits specified. The Contractor shall provide a list of the names and contact phone numbers for all employees prior to them working on Government Property.

b. Employee Conduct

The Contractor shall be responsible for seeing that the firm's employees strictly comply with all Federal, State, and Municipal laws. Any personnel activity, which, in the opinion of the Government, is deemed detrimental to the performance of the contract may result in the removal of Contractor employee/employees.

Examples of unbecoming actions or conduct include but are not limited to the following:

i. Cursing, harassment, or discrimination of and/or unwarranted physical contact with visitors, USACE personnel, or other contractors

ii. Recurring written and/or verbal complaints from visitors, USACE personnel, or other contractors.

iii. Unsafe operation of vehicles while on USACE property.

c. Removal of Contractor's Employees

The Technical Point of Contact may require the Contractor to immediately remove from the work site any employee of the Contractor or subcontractor, who, in the opinion of the Technical Point of Contact, who endangers persons or property, or whose physical or mental condition is such that it would impair the employee's ability to satisfactorily perform assigned work.

Notification to the Contractor shall be promptly made in writing if time and circumstances permit. Otherwise, notification shall be verbal or by telephone, and shall be confirmed in writing as soon as possible. No such removal, however, will reduce the Contractor's obligation to perform all work required under this contract, and immediate replacement will be made as required. This requirement shall not be made the basis of any claim for compensation or damages against the United States or any of its officers or agents.

Note: At least one Contractor supervisor on site shall be able to communicate effectively and efficiently with all project staff.

9. Payment

Payment will be made on a per-call basis. After final inspection and acceptance by the Government, the Contractor shall submit an invoice to the Technical Point of Contact which shall include the following:

a. Invoice Date

b. Contract Number

c. Dates of Delivery

d. Description of Items

e. Quantities

f. Material/Supply

g. Total Amount Due per line item.

For jobs greater than 30 days the Contractor may request multiple payment. The invoice(s) for each project will be sent to the appropriate Technical Point of Contact (email preferred).

III. Technical Requirements:

1. Requests for Information:

Requests concerning the work for each individual BPA Call should be directed to the Technical Point of Contact for the specific Project Location.

2. Submittals:

Although the Government reviews submissions required by this Scope of Work it is emphasized that the Contractor's work must be completed using proper internal controls and review procedures. The Government reserves up to twenty-one (21) days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall resubmit to the Government within fourteen (14) days of the Government's response, unless additional time is granted by the Government in writing.

The documents identified below must be prepared in accordance with the applicable standards, submitted to the Technical Point of Contact for review and accepted by the Government.

a. Post-Award Submittals: Submitted within twenty-one (21) days of BPA award. Submittals must be accepted prior to the commencement of any field work:

i. Accident Prevention Plan (ENG Form 6293) annually for each year of the contract, or if staffing changes are made that would impact the contract.

ii. Site Safety and Health Officer Designation Letter (ENG Form 6282) annually for each year of the contract, or if staffing changes are made that would impact the contract.

b. Pre-Work BPA Call Submittals: Submitted within twenty-one (21) days of BPA Call Award.

Submittals must be accepted prior to the commencement of any field work:

i. Activity Hazard Analysis for each BPA Call.

c. Post-Construction BPA Call Submittals: Submitted by the completion of work and before final payment.

i. Invoice

3. Clean Up and Waste Disposal

The Contractor shall practice good housekeeping to maintain a safe job site. The Contractor shall keep the work area, including any storage areas, free from the accumulation of waste materials. Upon completing work in an area, the Contractor shall remove any tools, equipment, and materials that are not the property of the Government. Upon completion of work, the Contractor shall clean up the job site to the satisfaction of the Government.

4. Government Resources:

The Contractor is responsible for providing all materials to complete the project. Unless specified in the contract, the Government will not provide any equipment, water, electricity, telephone services or other resources.

5. Omissions:

This contract may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable and functional product.

6. Quality Assurance:

The Contractor is responsible for the quality control of the contract work. The Government has the right to inspect and test all items called for by the contract, to the extent practicable always and at all places during the term of the contract.

7. Other Contracts:

The Government may undertake or award other contracts for additional work not related to this contract, and the Contractor shall fully cooperate with other contractors and Government employees. The Contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor or by Government employees.

8. Environmental Protection:

Containers for excess and/ or waste materials, rubbish, etc. shall be provided by the contractor at the site, and the site will be inspected/ cleaned daily. No burning is permissible. Water, air, and land resources shall not be adversely impacted during the work. The contractor will take necessary steps to ensure all Federal, State, and Local environmental regulatory requirements are met at no additional cost to the Government. Assurance of compliance with this section by subcontractors shall be the responsibility of the contractor.

9. Personal Protective Equipment:

It is the Contractor's responsibility to furnish and supply personnel with the proper personal protective equipment necessary for performing the work.

10. Damages to Government and/or Private Property:

The Contractor shall be responsible for restoring any Government facilities or structures damaged because of the Contractor's actions. The Contractor shall also be responsible for any damage to private property or injury to any person because of the firm's operations. The Contractor shall notify the Technical Point of Contact immediately of damage to Government and private property and injury to any person resulting from the Contractors' operation. Also, the Contractor shall notify the Technical Point of Contact of damage to Government facilities due to vandalism or other causes on the day such damage is first noticed. Trucks and/or trailers will be driven on existing roads only and not across or through park areas to facilities. The Contractor shall also restore landscape features (shrubs, flowers, grasses, etc.), which are damaged or destroyed by the firm's operation. Damaged or destroyed grass areas shall be re-planted as directed by the Technical Point of Contact, and shrubs and flowers which are damaged or destroyed shall be replaced from nursery stock of like size and kind.

11. Quality Assurance:

The Contractor is responsible for the quality control of the contract work. The Government has the right to inspect and test all items called for by the contract, to the extent practicable always and at all places during the term of the contract.

12. Other Contracts:

The Government may undertake or award other contracts for additional work not related to this contract, and the Contractor shall fully cooperate with other contractors and Government employees. The Contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor or by Government employees.

13. Receiving and Storing Materials:

The Contractor is responsible for delivery and unloading of materials ordered under this Blanket Purchase Agreement. Government employees will not receive materials or supplies for the Contractor and will not be responsible for damage to the Contractor's equipment or materials.

14. Condition of Equipment

All equipment used to perform work under this contract must be in good operating and mechanical condition and comply with EM 385-1-1, Army Corps of Engineers Safety and Health Requirements. A regular schedule of preventive maintenance must be followed on all equipment. All vehicles utilized under this contract will be presentable, serviceable, and shall comply with manufacturer's safety features in place.

IV. Execution:

1. Material Descriptions:

The following materials shall be available as part of the BPA. The Government will order against this BPA for a specific quantity of materials as determined by the Technical Point of Contact for each specific project location.

All materials will meet applicable State of Connecticut Department of Transportation Standard Specifications for hardness, gradation, and sieve.

Note: For items (a-s) below, price per ton shall be fully burdened to include trucking and delivery costs, to include unloading of materials on site.

a. 3/8" Trap rock/crushed stone - Stone will be clean, consist of 100% angular rock free of any object greater than 1/2" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

b. 1/2" Trap rock/crushed stone - Stone will be clean, consist of 100% angular rock free of any object greater than 3/4" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

c. 3/4" Trap rock/crushed stone - Stone will be clean, consist of 100% angular rock free of any object greater than 1" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

d. 1-1/4" Trap rock/crushed stone - Stone will be clean, consist of 100% angular rock free of any object greater than 1 1/2" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

e. 2" Trap rock/crushed stone - Stone will be clean, consist of 100% angular rock free of any object greater than 2 1/2" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

f. 4" Trap rock/crushed stone - Stone will be clean, consist of 100% angular rock free of any object greater than 4 1/2" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

g. 3/8" Processed Stone - Stone will consist of 100% angular rock free of any object greater than 5/8" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

h. 3/4" Processed Stone - Stone will consist of 100% angular rock free of any object greater than 1" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

i. 1-1/4" Processed Stone - Stone will consist of 100% angular rock free of any object greater than 1 1/2" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT Transportation standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

j. 3-1/2" Processed Stone - Stone will consist of 100% angular rock free of any object greater than 3 3/4" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

k. Asphalt Millings- Millings will be clean and contain no object greater than 10" or smaller than 2" in dimension. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

l. Process Millings - Millings will be clean and contain no object greater than 10" or smaller than 2" in dimension. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

m. Stone Dust - Stone will be clean. Stone will be light or dark gray in color. Pulverized stone used in the construction of walkways or other stable surfaces. The dust may be mixed with soil and compacted or used with gravel to fill spaces between irregular stones. Stone dust is a by-product of stone crushing operations. A sample will be submitted to the Technical Point of Contact for inspection upon request.

n. Washed Concrete Sand - Sand will be clean and light beige or light gray in color. Sand with no silt and grains of sand up to 3/16 in diameter. Suitable for mixing concrete, mixing with loam, backfilling pipes and electrical lines, beach sand and volleyball courts. Also used for sanding for snow and ice. A sample will be submitted to the Technical Point of Contact for inspection upon request.

o. Screened Top Soil - Topsoil will be dark in color and have high organic content, and free of any materials greater than 1/2" in any dimension. A sample will be submitted to the Technical Point of Contact for inspection upon request.

p. Unscreened Fill Dirt - A sample will be submitted to the Technical Point of Contact for inspection upon request.

q. Modified Rip Rap 4" to 8" - Stone will be clean, consist of 100% angular rock, no smaller than 4" and free of any object greater than 8-1/4" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

r. Intermediate Rip Rap 18"to 24" - Stone will be clean, consist of 100% angular rock, no smaller than 16" and free of any object greater than 24-1/4" in any dimension. Rock will be light or dark gray in color. Material will meet State of Connecticut DOT standards for hardness, gradation, and sieve size. A sample will be submitted to the Technical Point of Contact for inspection upon request.

s. Washed Mason Sand - Sand with no silt and some 1/8 grains of sand. Used for mixing mortar for bricks, blocks and stone work, ideal for volleyball courts and beach sand. A sample will be submitted to the Technical Point of Contact for inspection upon request.

2. Note: For item (a) below, price per yard shall be fully burdened to include trucking and delivery costs, to include unloading of materials on site.

a. Pea Stone - Stone will be clean, consist of 100% angular rock free of any object greater than 1/2" in any dimension. Rock will be light or dark gray or light brown as specified in color. A sample will be submitted to the Technical Point of Contact for inspection upon request.

3. Note: For items (a) - (c) below, price per pallet (approx. 110 ft2, 1.5 Tons) shall be fully burdened to include trucking and delivery costs, to include unloading of materials on site.

a. Bluestone, irregular flagging ("mosaic") - Bluestone will be clean, consist of randomly shaped pieces of natural stone with natural cleft finish and color shall primarily be blue-grey.

b. Bluestone, square cut ("paver"), L12in x W12in x D1.25 - 2in. - Bluestone will be clean, consist of split-faced stone with natural cleft finish and color shall primarily be blue-grey.

c. Bluestone, square cut ("paver"), L24in x W24in x D1.25 - 2in. - Bluestone will be clean, consist of split-faced stone with natural cleft finish and color shall primarily be blue-grey.

KO CONTRACTING DIVISION, 696 VIRGINIA ROAD

CONCORD, MA 01742-2751

UNITED STATES

ALICIA LACROSSE, EMAIL: ALICIA.N.LACROSSE@USACE.ARMY.MIL TELEPHONE: 978-318-8902

AdminBy:

SCD: PAS:

Solicitation closing remains March 27, 2026 at 2:00 PM Eastern.

All other terms and conditions remain unchanged.