Solicitation W912WJ26QA119.pdf

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

THIS RFQ IS IS NOT A SMALL BUSINESS SET-ASIDE

15. DATE OF QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

b. TELEPHONE

AREA CODE

NUMBER

STANDARD FORM 18 (REV. 6-95)

Prescribed by GSA-FAR (48 CFR) 53.215-1(a)

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

8. TO:

b. COMPANYa. NAME

c. STREET ADDRESS

d. CITY e. STATE f. ZIP CODE

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

c. CITY

d. STATE e. ZIP CODE

7. DELIVERY

FOB DESTINATION

OTHER

(See Schedule)

10. PLEASE FURNISH QUOTATIONS TO THE

ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS (Date)

IMPORTANT: This is a request for information and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or service. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotation must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

12. DISCOUNT FOR PROMPT PAYMENT

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations are are not attached.

13. NAME AND ADDRESS OF QUOTER

a. NAME OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG. 1

RATING

5a. ISSUED BY 6. DELIVER BY (Date)

5b. FOR INFORMATION CALL (NO COLLECT CALLS)

NAME TELEPHONE NUMBER

AREA CODE NUMBER

1 62

W912WJ26QA119 15 JUN 2026

W2SD ENDIST NEW ENGLAND

KO CONTRACTING DIVISION, 696 VIRGINIA ROAD CONCORD, MA 01742-2751 UNITED

STATES

JENNIFER SAMELA 978 318-8324

26 JUN 2026

SEE SCHEDULE

Section A - Solicitation/Contract Form

Storage Building Parking Lot and Paving, Buffumville Lake, Charlton, MAInstrument Name:

Product Service Code : Y1LB

W912WJ26QA119

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Item Supplies/Service Quantity Unit Unit Price

Amount

0001 Buffumville Lake Storage Building, Asphalt Pavement and Parking Area Installation Contractor shall furnish all labor, materials, and equipment necessary to grade and pave an asphalt road to the Buffumville Lake, Charlton, MA storage building and grade and install a permeable parking area in accordance with the Statement of Work.

Product Service Code: Y1LB North American Industry Classification System (NAICS): 237310 Pricing Arrangement: Firm Fixed Price

1 Job

Section C - Description/Specifications/Statement of Work

INTERESTED VENDORS SHALL REVIEW "SECTION L" AND "SECTION M" 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.

STORAGE BUILDING PARKING LOT & PAVING

U.S. ARMY CORPS OF ENGINEERS

BUFFUMVILLE LAKE

CHARLTON, MA

STATEMENT OF WORK

I. GENERAL

1. Summary:

Provide all labor, materials, equipment, and transportation necessary to grade and pave an asphalt road to the Buffumville Lake storage building from the existing paved roadway as well as grade and install a permeable parking area.

*Note: This work requires the following submittals prior to the commencement of work (Refer to Section II. Technical Requirements for a full list of submittals):

ENG Form 6293 (Accident Prevention Plan Worksheet)

ENG Form 6206 (Activity Hazard Analysis)

ENG Form 6282 (Site Safety and Health Officer Designation Letter)

First Aid and CPR Certificates

Product specification & SDS sheets

Manufacturer's warranties

2. Location:

The Buffumville Lake storage building is located at 48 Old Oxford Rd. Charlton, MA 01507. See the attached informational maps for more detailed location information.

3. Site Visits and Requests for Information:

Site visits are strongly recommended to gauge the full scope of work and provide an accurate quote. No extra payment will be considered for perceived additional work caused by unfamiliarity with the site conditions and requirements. Contact the Technical Point of Contact to arrange a site visit.

4. Technical Point of Contact:

The Technical Point of Contact for this project is Park Ranger Briana Johnson (978)318-8877 briana.m.johnson@usace.army.mil.

5. Schedule:

The period of performance shall be 180 days from Notice to Proceed. Work shall be performed Monday through Friday between the hours of 7:00 AM and 3:30 PM unless otherwise approved by the Technical Point of Contact. Any proposed changes to an approved schedule must be submitted to the Technical Point of Contact in writing and are not finalized until approved. No work shall be done on weekends or Government holidays.

All pre-construction submittals shall be submitted within 21 days of notice to proceed. The Government reserves up to 14 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 be resubmitted to the Government in an acceptable form within 7 days of the Government's response, unless additional time is granted by the Government in writing. No field work may proceed prior to the acceptance of pre-construction submittals.

6. Safety Requirements:

a. General:

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

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

Project staff reserve the right to cease work at any time should the safety of employees, Contractors, and/or the public become jeopardized.

b. Accident Prevention Plan (APP):

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.

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

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.

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

c. Activity Hazard Analysis (AHA):

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. First-Aid and CPR Personnel Requirements:

For shifts with multiple employees, provide at least two employees that are certified to administer First Aid and CPR. When employees work alone, they must be certified in First Aid and be provided an effective means of communication to call for assistance in the event of an emergency.

Minimum First Aid and CPR qualifications are outlined in EM 385-1-1, Chapter 3-3.

f. 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 for this project.

g. 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

h. 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.

7. Pre-Construction Conference:

Prior to the start of any site work, the Technical Point of Contact will schedule and conduct a pre-construction conference. The Contractor's Project Manager and Quality Control Personnel will be physically present to attend this meeting. This conference will be held at the time and location agreeable to the Government and Contractor. No site 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. This conference will allow the Contractor an opportunity to ask questions about the Government's administration and inspection of contract work or obtain other pertinent information that might be required. At the pre-construction conference the Contractor shall provide the name of the project superintendent with a telephone number for project coordination.

For the duration of the contract, the Contractor will be provided keys to the security gates at each work site. Keys are to be used only for contract purposes. The keys will not be utilized to provide access for any individuals not performing contract specific work. During the contract period, the Contractor is assumed responsible for the keys. At the end of the work period, the key must be returned to the Technical Point of Contact in person.

The following is a general list of items for discussion during this pre-construction conference:

Authority of the Technical Point of Contact

Contractor's Safety Program (including sub-contractors)

Accident Prevention Plan and Activity Hazard Analysis

Weekly Safety Meetings (Documented on NED Form 251)

Accident Reporting (ENG Form 3394)

Correspondence, Communication and Administrative Procedures

Invoice and payment

8. 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.

9. Security:

The Contractor will comply with all established security policies at the project. Due to periods of heightened security that 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 work in an area. The Contractor shall be given at least 24-hour notice of any such closure.

10. Payment:

Payment shall be made on a per-job basis. After final inspection and acceptance by the Government, the Contractor must submit an invoice and a completed, signed US Army Corps of Engineers ENG93 form to the Technical Point of Contact. The invoice shall include the invoice date, contract number, dates of work, description of work, quantities, process, and total amount due per line item. For jobs greater than 30 days the Contractor may request progress payments.

Final payment may be withheld until the Contractor returns all Government property, to include keys, to the Technical Point of Contact.

U.S. Army Corps of Engineers

Buffumville Lake

48 Old Oxford Rd.

Charlton, MA 01507 briana.m.johnson@usace.army.mil

II. TECHNICAL

1. Submittals:

Although the Government reviews submissions required by this statement 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 14 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 7 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.

Pre-construction Submittals: Submitted within 21 days of Notice to Proceed. Submittals must be accepted before the commencement of any field Work.

ENG Form 6293 (Accident Prevention Plan)

ENG Form 6206 (Activity Hazard Analysis)

ENG Form 6282 (Site Safety and Health Officer Designation Letter)

First Aid and CPR Certificates

Product specification & SDS sheets

Manufacturer's warranties

2. Clean Up:

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.

3. 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, telephone services or other resources.

4. Damage to Government and Private Property:

The Contractor shall be responsible for restoring any Government facilities or structures damaged as a result of the firm's operation. The Contractor shall also be responsible for any damage to private property or injury to any person as a result 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 firm's operation.

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 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 at all times 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. Sustainability & Environmentally Preferred Products:

Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program for a complete list of designated products and the associated recommended contents levels. Offerors must be able to demonstrate that each offered product meets minimum content levels upon request.

Furthermore, the Contractor should also meet the BioPreferred Program requirements. The United States Department of Agriculture (USDA) designates certain bio-based products for federal procurement and specifies minimum bio based content levels for those products. Any designated product that is being offered or supplied under this contract shall meet USDA BioPreferred's minimum bio based content level. Visit the BioPreferred web site https://www.biopreferred.gov /BioPreferred/faces/pages/ProductCategories.xhtml for the complete list of designated products and the associated minimum bio based content level requirements.

9. 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 on a daily basis. No burning is permissible. Water, air, and land resources shall not be adversely impacted during the course of the work. The Contractor will take necessary steps to ensure all federal, state, and local environmental regulatory requirements are met.

10. Receiving and Storing Materials:

The Contractor is responsible for protecting any stored material until it is placed in service. The Contractor is responsible for receiving and unloading of delivered goods. Government employees will not receive material or supplies for the Contractor and will not be responsible for damage to Contractor equipment or material. Contractor may set up security fencing in a nearby staging area determined by the Technical Point of Contact.

11. Existing Conditions:

The storage building is a newly constructed 40' by 50' steel structure sitting atop a concrete foundation with a 9' concrete apron extending from the garage doors on the west face and wrapping around the south face extending from the entrance door. The area surrounding the building has been graded to a uniform elevation of approximately 522' above mean sea level. The area west of the concrete apron is a combination of a grass field and gravel driveway.

The entrance roadway to the storage building is a compacted gravel slope with a 90 sweep and approximately 50' of pavement connecting to Old Oxford Road. The entrance roadway measures approximately 23' in width, with an approximately 26.5' wide mouth connecting to Old Oxford Road. The entrance roadway measures approximately 515' above mean sea level at its lowest elevation and 522' at its highest.

Underground utilities exist in and around work locations.

Water line is identified on the drawing, and it is approximately 4' deep

12. Products:

a. Aggregate Base Course

i. Aggregate base course material shall conform to M2.01.07 of the MA DOT materials specifications for Dense Graded Crushed Stone

b. Hot Mix Asphalt (HMA) Binder Course

i. Binder/Intermediate course material shall conform to M3.01.1 of the MA DOT materials specifications.

c. Hot Mix Asphalt (HMA) Surface Course

i. Surface course material shall conform to M3.06.4 of the MA DOT materials specifications.

d. Tack Coat

i. Bituminous material used for the tack coat shall be emulsified asphalt, grade RS-1 conforming to

AASHTO M 140.

e. Hot-Melt Rubberized Asphalt

i. Sealant material used for joint sealant shall conform to the requirements listed in Section M3.

05.4 of the state specifications

f. Porous Paving Grids

i. HDPE Plastic construction

ii. Rigid-walled, flexible semi-closed cell combination

iii. Snap-fit interlocking system

iv. Edge retention components should be of the plastic curb type and should be compatible with the snap-fit interlocking system

v. Minimum thickness of 1.97"

vi. Geotextile shall exactly follow the porous paving grid manufacturer's specifications

vii. Minimum load bearing capacity of 300 tons per square yard when filled

viii. Minimum crush resistance of 200 tons when unfilled

ix. The finished product shall feature squared corners, straight perimeters, and be a uniform and level surface.

x. The outside perimeter of the porous paving grid area shall be regraded and topped with new loam to achieve a smooth, uniform slope to the existing field's grade.

g. Gravel Fill

i. Gravel fill material shall exactly follow the porous paving grid manufacturer's specifications

h. Subgrade

i. Subgrade material shall exactly follow the porous paving grid manufacturer's specifications

i. Loam

i. 1/2" Screened loam

j. Grass Seed

i. Perennial ryegrass suitable for New England cold hardiness (Zone 6 of the USDA Plant Hardiness Map)

III. EXECUTION:

a. Contractor is responsible for locating all underground utilities.

b. The contractor is responsible for repairing any damaged utility caused by their actions in all work areas.

c. Any material that is excavated and will not be reused will need to be removed from Government property.

d. Unless otherwise specified in this contract, disposal of all demolished materials and construction debris is the responsibility of the Contractor. All demolished materials and construction debris must be disposed of offsite in accordance with all federal, state, and local laws at no additional cost to the Government.

e. The contractor must lay out all areas with stakes and spray paint prior to excavation. The layout shall be approved by the Technical Point of Contact

1. Location A: North side of storage building, porous grid with gravel

a. Excavate existing surface 12-14" deep

b. Remove and dispose of fill off site

c. Install base course of 12" crushed gravel and compact

d. Install geotextile according to the manufacturer's instructions

e. Install porous grid according to the manufacturer's instructions.

f. Install gravel fill according to the manufacturer's instructions.

g. Finished surface area will meet the measurement of approximately 20' x 50'

h. Shall be installed flush with the pavement, with a continuous elevation throughout

2. Location B: West side of storage building, Asphalt driveway

a. Excavate, remove and dispose of fill off site, grade in preparation for final surface approximately 26 ft wide by 220 ft long by a minimum of 12-14" deep starting from the paved public way, to beyond the Storage Building. Up against the storage building concrete apron.

b. Pavement shall have a 2% crowned slope in the middle on the approaching driveway leading up to the concrete pad and 2% slope from the concrete apron at the building to area C.

c. Base Course shall be a minimum of 12" crushed gravel, Binder course shall be a minimum of 2 1 /2" HMA, Final Surface course shall be a minimum of 1 1/2" HMA.

d. Compact the base course to 95% maximum density of ASTM D1557

e. Add a layer, approximately 26 ft wide by 220 ft long of HMA binder course

f. Compact the binder course in accordance with subsection 460 of the state specifications

g. Add tack coat

h. Add a layer of surface course, achieving a 2% crowned slope in the middle on the approaching way and 2% slope from the concrete apron to area C.

i. Utilize tack coat and joint sealant for the transition from new pavement to existing roadway and from new pavement to concrete apron

j. Compact the final surface course in accordance with subsection 460 of the state specifications

Pavement transitions at existing asphalt and concrete aprons shall be flush, with a maximum allowable vertical variance of 1/4-inch over a 10-foot span. Positive drainage must be maintained across all transition seams.

3. Location C: West side of storage building, porous grid with gravel

a. Excavate existing surface 12-14" deep

b. Remove and dispose of fill off site

c. Install base course of 12" crushed gravel and compact

d. Install geotextile according to the manufacturer's instructions

e. Install porous grid according to the manufacturer's instructions.

f. Install gravel fill according to the manufacturer's instructions.

g. Finished surface area will meet the measurement of 20' x 50'

h. Shall be installed flush with the pavement with a continuous elevation throughout.

4. Location D: West side of storage building, porous grid with loam

a. Excavate existing surface 12-14" deep

b. Remove and dispose of fill off site

c. Install base course of 12" crushed gravel and compact

d. Install geotextile according to the manufacturer's instructions

e. Install porous grid according to the manufacturer's instructions.

f. Install loam fill and seed according to the manufacturer's instructions.

g. Water grass until established

h. Finished surface area will meet the measurement of 20' x 50'

i. Elevation shall be the same as Location C

5. Final Work

a. After all construction has been completed the contractor shall remove all tools, equipment, and debris from the site.

b. The contractor will add loam, grade and seed to edges of areas A-D.

c. Contractor shall grade the new loam in a manner that creates a gradual slope away from the new pavement areas.

d. Contractor must spread loam along the entire perimeter of the new pavement. This loam shall be of sufficient depth to support the new edge to avoid damage.

e. Prior to seeding, the contractor is responsible for cleaning the new asphalt parking area and roadway of any dirt or dust that may have accumulated from their work.

f. Grass seed shall be planted uniformly across all disturbed and loamed areas at the manufacturer's recommended application rate for new lawn establishment.

g. Watering is required until the grass has reached an average height of 2 inches across 80% of the seeded areas. (Water sources are supplied by the Government)

ATTACHMENTS: Please refer to the attachments included with this solicitation for additional information

*** END OF NARRATIVE ***

Requirements Storage Building Parking Lot and Paving, Buffumville Lake, Charlton, MA

Section E - Inspection and Acceptance

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

52.246-12 Inspection of Construction. 1996-08

Section F - Deliveries or Performance

0001 Delivery Schedule From date of lead time event to completion of performance 180 Calendar Days

Date of Notice to Proceed Receipt 1 JobQuantity

Address and POC Place of Performance DoDAAC: 961309 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

BUFFUMVILLE LAKE DAM, 48 OLD OXFORD RD NEW ENGLAND DIV CHARLTON,

MA 01507-1418 UNITED STATES

BRIANA MOR JOHNSON, DELIVER_TO_EMP_ID_NO

Section G - Contract Administration Data

DFARS Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

252.232-7003 Electronic Submission of Payment Requests and Receiving Reports.

2018-12

252.236-7000 Modification Proposals--Price Breakdown.

1991-12

DFARS Clauses Incorporated by Full Text

Number Title Effective Date

Alternate Deviation

Variation Effective Date

252.232-7006 Wide Area WorkFlow Payment Instructions.

2023-01

WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (JAN 2023)

(a) Definitions. As used in this clause-

"Department of Defense Activity Address Code (DoDAAC)" is a six position code that uniquely identifies a unit, activity, or organization.

"Document type" means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

"Local processing office (LPO)" is the office responsible for payment certification when payment certification is done external to the entitlement system.

"Payment request" and "receiving report" are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall-

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web- Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the "Web Based Training" link on the WAWF home page at https://wawf.eb.mil/

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items-

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

(Contracting Officer: Insert applicable invoice and receiving report document type(s) for fixed price line items that require shipment of a deliverable.)

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

(Contracting Officer: Insert either "Invoice 2in1" or the applicable invoice and receiving report document type(s) for fixed price line items for services.)

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial financing, submit a commercial financing request.

(2) ) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

[Note: The Contractor may use a WAWF "combo" document type to create some combinations of invoice and receiving report in one step.]

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF Pay Official DoDAAC ____ Issue By DoDAAC ____ Admin DoDAAC ____ Inspect By DoDAAC ____

Ship To Code ____ Ship From Code ____ Mark For Code ____ Service Approver (DoDAAC) ____ Service Acceptor (DoDAAC) ____ Accept at Other DoDAAC ____ LPO DoDAAC ____ DCAA Auditor DoDAAC ____ Other DoDAAC(s) ____ (*Contracting Officer: Insert applicable DoDAAC information. If multiple ship to/acceptance locations apply, insert "See Schedule" or "Not applicable.")

(**Contracting Officer: If the contract provides for progress payments or performance-based payments, insert the DoDAAC for the contract administration office assigned the functions under FAR 42.302(a)(13).)

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F.

(g) WAWF point of contact.

(1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.

(Contracting Officer: Insert applicable information or "Not applicable.")

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

(End of clause)

Section H - Special Contract Requirements

SECURITY REQUIREMENTS:

General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (eg., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures -this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clauses of this contract, should FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

WAGE DETERMINATION:

The Wage Determination for this project can be found at:

https://sam.gov/wage-determination/MA20260025/1

Wage Determination No.: MA20260025

Modification No.: 1

Date: 18 May 2026

*** END OF NARRATIVE ***

Section I - Contract Clauses

UAI 5152.249-9000 Basis for Settlement of Proposals

Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under Federal Acquisition Regulation (FAR) 49.206-2(b). In evaluating a termination settlement proposal using total cost basis, the following principles will be applied to determine allowable equipment costs.

(a) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(b) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(c) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(d) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of Federal Acquisition Regulation (FAR) 31.205-11).

(e) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

(End of Clause)

MAGNITUDE OF CONSTRUCTION

The estimated cost of the work is between $100,000 and $250,000

COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within calendar 21 days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 180 days after Notice to Proceed . The time stated for completion shall include final cleanup of the premises.

SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) Site visits may be arranged during normal duty hours by contacting:

Name: Briana Johnson

Address: 48 Old Oxford Rd., Charlton, MA 01507

Telephone: 978-318-8877

*** END OF NARRATIVE ***

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements.

2017-01

52.204-9 Personal Identity Verification of Contractor Personnel.

2011-01

52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards. (Deviation 2026-O0038)

2026-02

52.204-13 System for Award Management- Maintenance. (Deviation 2026- O0038)

2026-02

52.204-19 Incorporation by Reference of Representations and Certifications.

2014-12

52.209-6 Protecting the Government's 2026-02

Interest When Subcontracting With Contractors Debarred, Suspended, Proposed for Debarment, or Voluntarily Excluded. (Deviation 2026- O0038)

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations.

(Deviation 2026-O0038)

2026-02

52.219-6 Notice of Total Small Business Set-Aside. (Deviation 2026- O0038)

2026-02

52.222-3 Convict Labor. (Deviation 2026- O0038)

2026-02

52.222-6 Construction Wage Rate Requirements. (Deviation 2026- O0038)

2026-02

52.222-7 Withholding of Funds. (Deviation 2026-O0038)

2026-02

52.222-8 Payrolls and Basic Records.

(Deviation 2026-O0038)

2026-02

52.222-9 Apprentices and Trainees.

(Deviation 2026-O0038)

2026-02

52.222-10 Compliance with Copeland Act Requirements. (Deviation 2026- O0038)

2026-02

52.222-11 Subcontracts (Labor Standards).

(Deviation 2026-O0038)

2026-02

52.222-12 Contract Termination-Debarment. 2014-05

52.222-13 Compliance with Construction Wage Rate Requirements and Related Regulations.

2014-05

52.222-14 Disputes Concerning Labor Standards. (Deviation 2026- O0038)

2026-02

52.222-15 Certification of Eligibility. 2014-05

52.222-36 Equal Opportunity for Workers with Disabilities. (Deviation 2026- O0038)

2026-02

52.222-50 Combating Trafficking in Persons. (Deviation 2026-O0038)

2026-02

52.222-55 Minimum Wages for Contractor Workers Under Executive Order 14026. (Deviation 2026-O0038)

2026-02

52.222-62 Paid Sick Leave Under Executive Order 13706. (Deviation 2026- O0038)

2026-02

52.222-90 Addressing DEI Discrimination by Federal Contractors.

(Deviation 2026-O0040, Revision 1)

2026-04

52.223-2 Reporting of Biobased Products Under Service and Construction Contracts. (Deviation 2026- O0038)

2026-02

52.223-5 Pollution Prevention and Right-to- Know Information.

2024-05

52.223-23 Sustainable Products and Services. (DEVIATION 2025-

2026-02 Deviation 2025-

2025-03

O0004) O0004

52.226-8 Encouraging Contractor Policies to Ban Text Messaging While Driving.

2024-05

52.228-2 Additional Bond Security. 1997-10

52.228-11 Pledges of Assets (DEVIATION 2020-O0016)

2021-02 Deviation 2020- O0016

2020-04

52.228-12 Prospective Subcontractor Requests for Bonds.

2022-12

52.228-14 Irrevocable Letter of Credit. 2014-11

52.232-23 Assignment of Claims. 2014-05

52.232-27 Prompt Payment for Construction Contracts.

2017-01

52.232-33 Payment by Electronic Funds Transfer-System for Award Management.

2018-10

52.232-39 Unenforceability of Unauthorized Obligations.

2013-06

52.232-40 Providing Accelerated Payments to Small Business Subcontractors.

2023-03

52.233-1 Disputes. (Deviation 2026- O0038)

2026-02

52.233-3 Protest after Award. (Deviation 2026-O0038)

2026-02

52.233-4 Applicable Law for Breach of 2026-02

Contract Claim. (Deviation 2026- O0038)

52.236-2 Differing Site Conditions.

(Deviation 2026-O0038)

2026-02

52.236-3 Site Investigation and Conditions Affecting the Work. (Deviation 2026-O0038)

2026-02

52.236-5 Material and Workmanship.

(Deviation 2026-O0038)

2026-02

52.236-6 Superintendence by the Contractor. (Deviation 2026- O0038)

2026-02

52.236-7 Permits and Responsibilities.

(Deviation 2026-O0038)

2026-02

52.236-8 Other Contracts. (Deviation 2026- O0038)

2026-02

52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements. (Deviation 2026-O0038)

2026-02

52.236-10 Operations and Storage Areas.

(Deviation 2026-O0038)

2026-02

52.236-11 Use and Possession Prior to Completion. (Deviation 2026- O0038)

2026-02

52.236-12 Cleaning Up. (Deviation 2026- O0038)

2026-02

52.236-13 Accident Prevention. (Deviation 2026-O0038)

2026-02

52.236-21 Specifications and Drawings for Construction. (Deviation 2026- O0038)

2026-02

52.240-91 Security Prohibitions and Exclusions. (Deviation 2026- O0038)

2026-02

52.242-14 Suspension of Work. 1984-04

52.243-5 Changes and Changed Conditions. (Deviation 2026- O0038)

2026-02

52.244-6 Subcontracts for Commercial Products and Commercial Services. (Deviation 2026-O0038)

2026-04

52.246-21 Warranty of Construction. 1994-03

52.249-1 Termination for Convenience of the Government (Fixed-Price) (Short Form).

1984-04

52.249-10 Default (Fixed-Price Construction).

1984-04

DFARS Clauses Incorporated by Reference

Date

Alternate Deviation

Variation Effective Date

252.203-7000 Requirements Relating to Compensation of Former DoD Officials.

2011-09

252.203-7002 Requirement to Inform 2022-12

Employees of Whistleblower Rights.

252.204-7003 Control of Government Personnel Work Product.

1992-04

252.204-7004 Antiterrorism Awareness Training for Contractors.

2023-01

252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting. (DEVIATION 2024-

O0013 REVISION 1)

2024-05 Deviation 2024- O0013

2024-05

252.204-7018 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services.

2023-01

252.204-7020 NIST SP 800-171 DoD Assessment Requirements.

2023-11

252.223-7006 Prohibition on Storage, Treatment, and Disposal of Toxic or Hazardous Materials.

2014-09

252.223-7008 Prohibition of Hexavalent Chromium.

2023-01

252.225-7012 Preference for Certain Domestic Commodities.

2022-04

252.225-7048 Export-Controlled Items. 2013-06

252.225-7056 Prohibition Regarding Business Operations with the Maduro Regime.

2023-01

252.225-7060 Prohibition on Certain Procurements from the Xinjiang

2023-06

Uyghur Autonomous Region.

252.232-7004 DoD Progress Payment Rates

(DEVIATION 2020-O0010)

2014-10 Deviation 2020- O0010

2020-03

252.232-7010 Levies on Contract Payments. 2006-12

252.243-7001 Pricing of Contract Modifications. 1991-12

252.247-7023 Transportation of Supplies by Sea.

2024-10

FAR Clauses Incorporated by Full Text

Date

Alternate Deviation

Variation Effective Date

52.213-4 Terms and Conditions-Simplified Acquisitions (Noncommercial).

(Deviation 2026-O0038)

2026-02

Terms and Conditions-Simplified Acquisitions (Noncommercial) (Feb 2026) (Deviation 2026- O0038)

(a) DELETED

(b) . The Contractor shall be liable for default unless nonperformance is Excusable delays caused by an occurrence beyond the reasonable control of the Contractor and without its fault or negligence. Examples of occurrences include acts of God or the public enemy, acts of the Government in either its sovereign or contractual capacity, fires, floods, epidemics, quarantine restrictions, strikes, unusually severe weather, and delays of common carriers. When an excusable delay occurs, the Contractor shall-

(1) Notify the Contracting Officer in writing as soon as possible;

(2) Remedy the delay as quickly as possible; and

(3) Notify the Contracting Officer when the occurrence is over.

(c) DELETED

(d) DELETED

(e) DELETED

(End of clause)

52.219-28 Postaward Small Business Program Rerepresentation.

(Deviation 2026-O0038)

2026-02

Postaward Small Business Program Rerepresentation (Feb 2026) (Deviation 2026-O0038)

(a) . As used in this clause-Definitions

Long-term contract means a contract of more than five years in duration, including options.

However, the term does not include contracts that exceed five years in duration because the period of performance has been extended for a cumulative period not to exceed six months under the clause at 52.217-8, Option to Extend Services, or other appropriate authority.

Small business concern-

(1) Means a concern, including its affiliates, that is independently owned and operated, not dominant in its field of operation, and qualified as a small business under the criteria in 13 CFR part 121 and the size standard in paragraph (c) of this clause.

(2) , as used in this definition, means business concerns, one of whom directly or Affiliates indirectly controls or has the power to control the others, or a third party or parties control or have the power to control the others. In determining whether affiliation exists, consideration is given to all appropriate factors including common ownership, common management, and contractual relationships. SBA determines affiliation based on the factors set forth at 13 CFR 121.103.

(b) If the Contractor represented that it was a small business concern, a small disadvantaged business concern, or a joint venture that was any of the small business concerns identified in 19.000(a)(3) prior to award of this contract, the Contractor shall rerepresent its size and socioeconomic status according to paragraph (e) of this clause or, if applicable, paragraph (g) of this clause, upon occurrence of any of the following:

(1) Within 30 days after execution of a novation agreement or within 30 days after modification of the contract to include this clause, if the novation agreement was executed prior to inclusion of this clause in the contract.

(2) Within 30 days after a merger or acquisition that does not require a novation or within 30 days after modification of the contract to include this clause, if the merger or acquisition occurred prior to inclusion of this clause in the contract.

(3) For long-term contracts-

(i) Within 60 to 120 days prior to the end of the fifth year of the contract; and

(ii) Within 60 to 120 days prior to the date specified in the contract for exercising any option thereafter.

(c) The Contractor shall rerepresent its size status in accordance with the size standard in effect at the time of this rerepresentation that corresponds to the North American Industry Classification System (NAICS) code(s) assigned to this contract. The small business size standard corresponding to this NAICS code(s) can be found at https://www.sba.gov/document /support--table-size-standards.

(d) The small business size standard for a Contractor providing an end item that it does not manufacture, process, or produce itself, for a contract other than a construction or service contract, is 500 employees, or 150 employees for information technology value-added resellers under NAICS code 541519, if the acquisition-

(1) Was set aside for small business and has a value above the simplified acquisition threshold;

(2) Used the HUBZone price evaluation preference regardless of dollar value, unless the Contractor waived the price evaluation preference; or

(3) Was an 8(a), HUBZone, service-disabled veteran-owned, economically disadvantaged women-owned, or women-owned small business set-aside or sole-source award regardless of dollar value.

(e) Except as provided in paragraph (g) of this clause, the Contractor shall make the representation(s) required by paragraph (b) of this clause by validating or updating all its representations in the Representations and Certifications section of the System for Award Management (SAM) and its other data in SAM, as necessary, to ensure that they reflect the Contractor's current status.