Solicitation W912WJ26QA132.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

Section A - Solicitation/Contract Form

Road Gate Replacements, Tully Lake, Royalston, MAInstrument Name:

Product Service Code : Y1LB

W912WJ26QA132

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Item Supplies/Service Quanti ty

Unit Unit Price Amount

0001 Contractor shall provide all labor, materials, equipment, and transportation to remove ten (10) single arm road gates and replace with new fabricated gates at Tully Lake, Royalston, MA in accordance with the Statement of Work.

Product Service Code: Y1QA

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 OF THE

SOLICITATION 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.

STATEMENT OF WORK:

ROAD GATE REPLACEMENTS

U.S. ARMY CORPS OF ENGINEERS

TULLY LAKE

ROYALSTON, MA

STATEMENT OF WORK

I. GENERAL

1. Statement of work

Furnish all labor, materials, and equipment to remove and replace ten (10) single arm road gates at the Tully Lake project in accordance with the following Statement of Work.

2. Location

Tully Lake Dam is located at 2 Athol-Richmond Road, Royalston, Massachusetts.

3. Technical Point of Contact

The Technical Point of Contact for this contract will be Project Manager Zachery Koziol. Project Manager Koziol can be reached at: 978-318-8265 or zachery.e.koziol@usace.army.mil.

4. Site Visit

Site visits are strongly recommended to gauge the full scope of work and provide an accurate quote.

A scheduled site visit for interested vendors will be listed in the Solicitation. Interested vendors should attend the site visit to confirm understanding of the scope, inspect field conditions, access, and existing utilities prior to bidding. No extra payment will be allowed for perceived additional work caused by unfamiliarity with site conditions and requirements.

Please Note - Site visits outside of the specified date and time are not permitted unless additional site visit dates/times are publicized in an amendment. All questions during site visits will be sent to the Contract Specialist as indicated in the Instructions to Vendors and responses will be provided in an amendment. Information incorporated into the solicitation via amendment will become binding.

5. Schedule

The contract period of performance will be from the Notice to Proceed to 31 December 2026.

Project areas will be open to the Contractor Monday through Friday 8:00 AM to 4:00 PM and all work must be completed during those hours unless additional hours are approved by the Technical Point of Contact. No work shall be done on weekends or Government holidays unless approved by the Technical Point of Contact.

All preconstruction submittals shall be submitted within 7 days of Notice to Proceed. The Government reserves up to 7 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 3 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 preconstruction submittals.

6. Safety

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 employes 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. Preconstruction Conference

Prior to the start of any construction, the Technical Point of Contact will schedule and conduct a "Preconstruction Conference." The Contractor's Project Manager and Quality Control Personnel will be physically present to attend this meeting. The Contractor shall directly oversee all construction on the project, and the Project Manager and Quality Control Personnel shall have the authority to act for the Contractor. This conference will be held at the time and location agreeable to the Government and Contractor. No construction shall 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 construction or obtain other pertinent information that might be required. At the Preconstruction Conference the Contractor shall provide the name of the Project Manager and Quality Control Personnel with telephone numbers for project coordination.

The following is a general list of items for discussion during this Preconstruction Conference:

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

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

c. Activity Hazard Analysis

d. Accident Prevention Plan

e. Daily Safety Meetings (Documented on NED Form 251)

f. Accident Reporting (ENG Form 3394)

g. Safety Data Sheet (SDS) requirements

h. 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 Tully Lake Dam. 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 24-hour notice of any such closure.

10. Traffic Control:

The Contractor shall maintain and protect traffic on all affected roads during the work period except as otherwise specifically directed by the Technical Point of Contact. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, shall be as required by the State and local authorities having jurisdiction. The traveling public shall be protected from damage to person and property.

11. Flooding

Tully Lake Dam is a U.S. Army Corps of Engineers flood control project. Occasional retention of floodwaters may inundate portions of the mowing and maintenance areas or access roads to these areas. Therefore, it may become necessary to close access to any or all portions of the property. If flooding occurs that may impact this contract, the Contractor will be notified 24 hours before any scheduled construction.

12. Contractor Personnel

a. Minimum Personnel Requirements

The Contractor shall provide an adequate number of fully qualified personnel to perform the specified 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 CFR 36 Rules and Regulations, 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, is incompetent, 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.

13. Payment

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

All invoices may be mailed to the Technical Point of Contact, Zachery Koziol:

Tully Lake Park Office

2 Athol-Richmond Road

Royalston, MA 01368

Or emailed to: zachery.e.koziol@usace.army.mil

II. TECHNICAL REQUIREMENTS

Part 1. General

1. Summary

Furnish all labor, materials, and equipment to remove and replace ten (10) single arm road gates.

2. 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 7 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 in acceptable form within 3 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 Contract for review and accepted by the Government.

a. Preconstruction Submittals: Submitted within 7 days of notice to proceed. Submittals must be accepted before the commencement of any field activities.

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 & CPR Certifications

Safety Data Sheets (SDS)

Product Data Sheets

3. Existing Conditions

a. Road Gates

The ten (10) road gates to be removed and replaced are located within the Tully Lake Dam Administrative and Recreation areas. Nine of the road gates are made of approximately 3" square stock and vary in span length from 16' to 20' (See Figures 10-18). Hinge and lock posts are made of approximately 5" round stock and each post stands approximately 4' above grade. One of the road gates is made of approximately 4" round stock and spans a length of approximately 13' (See Figure 19). The hinge and lock posts are made of approximately 5" round stock and each post stands approximately 4' above grade. Information is not known regarding the method used to install the existing road gates. It is estimated that each post is set into the ground at an estimated depth of 4' and backfilled with concrete and gravel (See Figure 4-9). Road gate locations are provided on Figure 1.

4. Cleanup and Waste Disposal

All trash, litter, and construction debris will be cleaned up and removed from the worksite and disposed of properly at the completion of the work. Worksite shall be graded, smoothed, and made level at the completion of work.

5. 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. Storage, fueling and lubrication of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spills and evaporation. Storage and usage of lubricants and daily fueling of machinery and equipment shall occur at least 50 feet from any drainage inlets, water bodies (rivers, streams, and lakes), environmentally sensitive areas (wetlands, vernal pools). While applying chemicals, the Contractor shall take all precautions necessary for the protection of all persons, property, water courses, and natural resources, and will be held liable for any damages resulting from careless application of chemicals. Contractor will take necessary steps to ensure all federal, state, and local environmental regulatory requirements are met.

6. Sustainability & Environmentally Preferred Products

Bio-based: 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.

EPA Designated: 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 products meets minimum content levels upon request.

7. 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.

8. 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. The Contractor may use the restroom at the Project Office but must proceed directly to and from the restroom.

9. Damage to Government and Private Property

The Contractor shall be responsible for restoring any Government facilities or structures damaged as a result of the Contractor's actions. 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 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.

10. 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.

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 at all times 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 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.

Part 2 Products

1. Construction Materials

All construction materials will be new and unused.

2. Road Gates

a. Crossbeams - The horizontal and diagonal crossbeams will be fabricated from 3" Schedule 40 square tube steel.

i. Ten (10) each of the horizontal and diagonal crossbeams of various lengths will be required.

ii. A single locking pin and chain combination will be welded to each gate's horizontal crossbeam in a manner which allows the pin to be inserted into the lockbox and through the tongue of the gate securely. The steel chain will be 3/8 inches in diameter and a minimum of 18 inches in length.

iii. The Contractor is responsible for all field measurements and sizing the new gates to span the road and meet set back requirements. While Figure 3; Gate Design View has many plan drawing values it is to be used as a rough guide for building the required gates as the measurements per gate required change per location.

b. Hinge Posts - Outer posts which the gate arms will be attached, will be fabricated from 6" round seamless Mechanical Tubing made of carbon steel with a thickness of 0.188". The inside diameter of this Mechanical Tubing will be 5.624" to fit exactly over the pivot post without the need for shims. See Figure #3 Design View for typical gate design.

i. Ten (10) hinge posts measuring 42" will be required.

ii. The hinge post will have a vertical adjustment bolt at the top of the post and two horizontal leveling bolts at the base under the gate arm (See Figure 9).

iii. The hinge post will have 2 Zerk style grease fittings installed, one on the top to grease the top of the post contact and a second near the horizontal leveling bolt (See Figure 2).

c. Pivot Post - One (1) for each gate will be fabricated from 5" (Nominal) seamless round Schedule 40 pipe with an outside diameter of 5.563". A welded top cap a minimum of 3/8" (.375") thick will be added to the pipe.

i. Ten (10) in total Pivot Posts of 8' in length will be required.

c. Locking posts - Two (2) for each gate and will be fabricated from 6" carbon steel Schedule 40 round pipe, an open and a closed position post will be provided.

i. Ten (10) of each post at the open and closed position totaling twenty (20) posts at a length of 8' will be required.

ii. Each locking post shall have a lock box (See Figure 3 for design views and (Figures 4 through 9 for images).

e. Paint - Road gates will be primed and painted with an exterior enamel paint prior to installation.

Paint color will be standard "Safety Yellow".

f. Reflective Devices - Reflective red and white tape compliant with Federal Motor Vehicle Safety Standards (FMVSS) 108, Department of Transportation (DOT)-C2, shall be supplied by the Contractor and applied to the horizontal and diagonal beams on both sides to be visible from a vehicle in open or closed status.

Part 3 Execution

1. Demolition and Removal

a. Gate removal

i. Ten (10) existing road gates will be removed from their current locations and moved to a storage area at the Tully Lake spillway field. (See Figure 20) The exact location will be coordinated with the Technical Point of Contact.

ii. Each gate will be removed and replaced only when the new gate is ready for installation to control access to the area.

b. Dig Safe

i. Prior to the excavation work along the Tully Lake Dam Road, Dig Safe shall be notified to identify unknown utility lines and avoid potential damage to them.

2. Installation

a. Road Gate Installation

i. Ten (10) road gates are a remove and replace action.

ii. Each road gate will be removed and replaced as one complete action to limit access to the public.

1) The Contractor will provide appropriate signage and barricades to alert the visiting public to a work zone.

iii. Reutilization of the previous holes for the hinge post and locking posts is allowed. Existing or new holes must be excavated to a minimum depth of 4' to accommodate the new posts.

iv. This gate pivot post will be set a minimum of 4 feet in depth in concrete centered within a 24-inch round concrete tube form.

1) The finished height of the post will be set so the top of the horizontal beam with adjustment bolt will be set at 42" above grade.

2) The gate pivot post may be cut to length from the bottom to make the correct gate height.

v. Install gate onto hinge post, add grease to the fittings, and check to make sure the gate swings smoothly.

vi. Install the locking posts set at a minimum of 4 feet in depth in concrete centered within an 18-inch round concrete tube form.

1) The gate pivot post may be cut to length from the bottom to match the correct gate height.

2) When closed, the horizontal gate arm shall be aligned with the locking post, and able to be secured with the supplied pin as pictured in figure 3.

3) When open, the horizontal gate arm shall align with the locking post and be able to be secured to the lockbox with supplied pin.

vii. Once the concrete has cured, each hole will be backfilled and compacted with dirt.

viii. Defects to paint shall be corrected.

ix. Prior to excavation work, Dig Safe shall be notified for work being done along Tully Lake Dam Road to avoid damage to buried utility lines.

b. Gate Operation/Testing:

i. Upon completion, Technical Point of Contact will verify that the gate shall swing easily between the open and closed positions, with gate arm aligning with each other and with lock protection boxes, and all holes and pins in alignment.

*** END OF NARRATIVE ***

Requirements Road Gate Replacements, Tully Lake, Royalston, 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 Delivery On Or Before Delivery Date 31 Dec 2026

1 JobQuantity

Address and POC Place of Performance DoDAAC: 961313 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

NEW ENGLAND DISTRICT, 3 ATHOL-RICHMOND RD. TULLY LAKE DAM

ROYALSTON, MA 01368-8900 UNITED STATES

ZACHERY E KOZIOL, 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 DETERMINATIONS:

The Wage Determination for this project can be found at:

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

W912WJ26QA132

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

Wage Determination No.: MA20260025

Modification No.: 1

Revised 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)

52.211-10 Commencement, Prosecution, and Completion of Work.

The Contractor shall be required to (a) commence work under this contract within 7 calendar 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 . * The time stated for December 31, 2026 completion shall include final cleanup of the premises.

(End of clause)

52.236-27 Site Visit (Construction) Alternate I.

(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) An organized site visit has been scheduled for-

July 23, 2026 at 10:00 AM Eastern

(c) Participants will meet at-

Tully Lake Dam, 2 Athol-Richmond Road, Royalston, MA

(End of provision)

MAGNITUDE OF PROJECT

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

*** 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

2014-12

Certifications.

52.209-6 Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, Proposed for Debarment, or Voluntarily Excluded. (Deviation 2026- O0038)

2026-02

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. (Deviation 2026-O0038)

2026-02

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 Contract Claim. (Deviation 2026- O0038)

2026-02

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 2026-02

2026-O0038)

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 Employees of Whistleblower Rights.

2022-12

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

252.225-7048 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 Uyghur Autonomous Region.

2023-06

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

252.244-7999 Subcontracts for Commercial Products or Commercial Services. (DEVIATION 2026- O0015)

2026-02 Deviation 2026- O0015

2026-01

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)…