Solicitation - W912WJ25QA087.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 35

W912WJ25QA087 11 AUG 2025

W2SD ENDIST NEW ENGLAND

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

STATES

JENNIFER SAMELA 978 318-8324

29 AUG 2025

SEE SCHEDULE

Section A - Solicitation/Contract Form

Replace Doors and Windows of Railroad Bridge Generator Building, Cape Cod Canal, Bourne, MA

W912WJ25QA087

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

VENDORS SUBMITTING A QUOTE IN RESPONSE TO A SOLICITATION ARE RESPONSIBLE FOR

ADHERING TO ALL INSTRUCTIONS AND TERMS AND CONDITIONS INCLUDED IN THE

SOLICITATION. FAILURE TO DO SO MAY RESULT IN QUOTES BEING DEEMED NON-RESPONSIVE

INFORMATION:

1. This is a Request for Quotations (RFQ) in accordance with Federal Acquisition Regulation (FAR) Part 13.

2. Potential vendors are notified that the basis on which award will be made is price alone.

3. All responsible sources may submit a quote which, if timely received, must be considered by the Agency.

4. The Government may request that a vendor respond to a Quote Verification after the solicitation closes, but prior to award. The vendor shall respond in sufficient detail to all questions or statements no later than the response date and time listed in the correspondence. Failure to do so may result in quotes being deemed non-responsive and removed from consideration. The Government is under no obligation to provide extensions for responses.

QUESTIONS REGARDING SOLICITATIONS:

1. Questions regarding the solicitation shall be directed to the Contract Specialist:

a. Name: Jennifer M. Samela

b. Phone: 978-318-8324

c. Email: Jennifer.M.Samela@usace.army.mil

2. Technical Points of Contact shall not provide responses to interested vendors.

3. Please direct questions to the Contract Specialist. Any information received at the site visit which conflicts with this solicitation should be brought to the attention of the Contract Specialist. The solicitation and resulting contract shall be the governing document in all cases.

QUOTE SUBMISSION:

1. Quotes shall be submitted via email to the Contract Specialist listed above no later than the closing date and time identified in the solicitation or subsequent amendments.

2. The Government is under no obligation to consider any quote received after the solicitation closing date or time.

BID SCHEDULES:

1. If a Bid Schedule is included in the solicitation, vendors shall complete the bid schedule in its entirety (all tasks, all years).

2. Vendors shall enter $0.00 on Bid Schedules in which items are Not Separately Priced. Blank entries will not be considered and will result in quotes being deemed non-responsive.

3. Failure to complete the Bid Schedule in its entirety and return same with a quote will result in quotes being deemed non-responsive.

SITE VISITS:

1. SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE. SEE CLAUSE 52.236-27 or 2.236-27 ALT I FOR

ADDITIONAL INFORMATION.

2. If date(s)/time(s) for site visits are included in the solicitation, then interested vendors will be permitted to visit the site during those dates/times. No other dates/times will be permitted for site visits.

3. If no dates/times for site visits are included in the solicitation, then interested vendors shall contact the Technical Point of Contact as identified in the solicitation to schedule a site visit.

4. No site visits will be permitted AFTER a solicitation closes.

BONDING:

1. In accordance with FAR 28.101-1(c), the Contractor will NOT be required to provide a Bid Guarantee.

2. In accordance with FAR 28.102-2(b), the Contractor will be required to provide the following payment protections for all construction contracts at or above $150,000.00.

(i) Payment Bond or

(ii) Irrevocable Letter of Credit and

(iii) Performance Bond

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

A Performance Bond shall be required if the total price of the quote is $150,000.00 or above. The penal amount of the Performance Bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall also be submitted to the Contracting Officer within 10 days after receipt of award.

3. In accordance with FAR Part 28.102-2(c), the Contractor will be required to provide one of the following payment protections for all construction contracts $35,000.00 or above, but not exceeding $150,000.00.

(i) Payment bond or

(ii) Irrevocable letter of credit

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

**No Payment Protections Required for construction contracts less than $35,000**

4. Prior to award, the Government may request that the Contractor provide a Letter of Bond Ability issued by a Surety that is listed on US Treasury Circular 570 (https://www.fiscal.treasury.gov/surety-bonds/list-certified-companies.html).

Letter of Bond Ability shall be issued to the Contractor and shall state that the Contractor is pre-qualified for bonding, include the single and aggregate bond limits that the bond company will support, and provide contact information of the bond agent or attorney-in-fact.

Failure to provide a Letter of Bond Ability as required will result in the Contractor's quote being deemed non-responsive.

QUOTATION INSTRUCTIONS:

1. If subcontractor will be used for this work, please provide company name and contact information:

2. In accordance with FAR Part 52.204-7(b)(1) Contractors must be registered in the System for Award Management (SAM) database (www.SAM.

gov) to submit a quote. Registered is considered when a SAM registration is marked "Active".

3. In accordance with FAR Clause 52.204-8(d), Representations and Certifications are to be completed in www.sam.gov.

NOTE: SAM.gov registration takes approximately 3 weeks (Unique Entity Identified (UEI) 1-2 business days; CAGE code validation up to 10 business days; IRS validation and overall submission 7-10 business days). It is the contractor's responsibility to track SAM.gov registration and follow-up with required tasks.

4. Provide business Unique Entity Identifier (UEI): _______________________________

5. Provide business CAGE code: __________________________________

6. Contractors are not required to submit an Accident Prevention Plan (APP) with their quote. The successful Contractor will be required to submit this document at the direction of the Technical Point of Contact. The APP must be accepted by the Government Designated Authority prior to the commencement of work.

Item Supplies/Service Quantity Unit Unit Price Amount

Utility Building Window and Door Replacement, Cape Cod Canal, Bourne, MA

Contractor shall furnish all

0001 equipment, tools, materials, services and labor to replace three

(3) windows, and two (2) doors of a utility building located at the Cape Cod Canal, Bourne, MA in accordance with the Statement of Work.

Pricing Arrangement: Firm Fixed Price

1 Job

Section C - Description/Specifications/Statement of Work

REPLACE DOORS AND WINDOWS OF UTILITY BUILDING

CAPE COD CANAL

U.S. ARMY CORP OF ENGINEERS

BOURNE, MASSACHUSETTS

STATEMENT OF WORK

Part 1 - General

1. Scope of work

Contractor shall replace three (3) windows, and two (2) doors of a utility building located in Bourne, Massachusetts. Contractor shall furnish all equipment, tools, materials, services and labor to complete the work in accordance with requirements listed in this statement of work. Work includes demolition of the existing doors, door frames, and windows, some of which contain materials that have tested positive for hazardous contaminants requiring special handling and disposal in accordance with applicable federal, state, and local regulations. See attached Environmental Consulting and Management Survey Report dated 9/29/23. Work includes the proper handling and disposal of hazardous materials, including Asbestos-Containing Materials (ACM), Lead-Based Paint (LBP), and Polychlorinated Biphenyls (PCBs). The Contractor shall retain a qualified Industrial Hygienist (IH) to plan the work and to provide onsite monitoring and oversight during demolition activities. The Contractor shall either be or retain a manufacturer authorized installer to install the doors and windows. Required Contractor submittals for Government review are listed in Part 2. New doors and frames shall be fabricated from commercial grade galvannealed steel. Each door shall have an insulated door lite with security wire. New windows shall be aluminum double hung type that meet Hurricane Windborne Debris Impact Resistance testing (large missile). Full requirements for the new doors and windows are listed in Part 3. (See attached Figures 1-3 and Photos 1-7).

2. Location

The utility building is located on federal property at 90 Main Street, Bourne, MA 02532. The building is located next to the Buzzards Bay Railroad Bridge and Buzzards Bay Park. The building has a chain link fence enclosure with access gates. Contractor parking for the building is available at the adjacent parking area for Buzzards Bay Park. The Contractor shall coordinate all onsite activities to limit impact of the operations of the Railroad Bridge and adjacent train tracks. The tracks will remain operational during this work on the utility building. The Contractor shall ensure the safety of the personal working on the building and that all personnel stay clear of railroad track right of way areas for train movements. The Contractor is responsible for preventing the public from encountering hazards associated with the work. Contractors should note the close proximity of electrical equipment and a fuel tank to the windows to be replaced on the east side of the building. Contractor is required to protect all the Government equipment, both inside and outside, from any impacts and any dust infiltration.

3. Site Visit and Technical Point of Contact

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

After contract award, the Technical Point of Contact (TPOC) for the project is John McCartin, (978) 318-8535 or john.f.mccartin@usace.army.mil.

4. Schedule

The work shall be completed within 270 days from Notice to Proceed. The project area will be open to the Contractor Monday through Friday, with work hours available from 0700-1700. All work must be done during these hours unless additional hours are approved by the TPOC. No work shall be done on weekends or Government holidays. Work done on the windows and doors shall be properly sequenced to ensure the building is always weather tight. Contractor shall not begin the demolition of the doors or windows until the new doors and windows have been delivered to the work site.

5. Safety Requirements:

A. General: All work shall be conducted in accordance with the U.S. Army Corps of Engineers Safety and Health Requirements Manual (EM 385-1- 1, most recent edition), and all applicable Occupational Safety and Health Administration (OSHA), federal, state, and local safety and health requirements. Perform work in a safe manner that protects both workers and the general public from hazards. All equipment shall be in good working order with all safety features as recommended by the manufacturer. A copy of EM 385-1-1 can be accessed electronically at the following link:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.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: 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: 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

See Part 4 that lists requirements to have an Industrial Hygienist onsite to monitor and provide oversight during demolition activities disturbing materials known to contain lead, PCB's and asbestos.

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.

E. Asbestos-Containing Materials (ACM): All Asbestos-Containing Materials activities, training, and submittals shall comply with Occupational Health and Safety Administration (OSHA) Class II work practices, the EM 385-1-1, Section 06.C; 29 CFR 1910.1001; 29 CFR 1926.1101; CFR 61, Subpart A and M; as well as State and local requirements.

F. Lead Based Paint (LBP): All LBP work activities, training, and submittals shall comply with EM 385-1-1, Section 06.C; 29 CFR 1910.1025; 29 CFR 1926.62; as well as State and local requirements.

G. Polychlorinated biphenyls (PCBs): All PCB activities will need to be conducted under a disposal plan in accordance with 40 CFR 761.61; as well as State and local requirements.

6. Preconstruction Conference

Prior to the start of any work, the Contractor and Technical Point of Contact will schedule and conduct a "Preconstruction Conference". The Contractor's Project Manager and Quality Control Personnel shall be physically present to attend this meeting. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the requirements in terms of safety, quality, submittals, communications, inspections, and payments. Storage areas for materials, equipment and dumpsters will also be coordinated at this meeting.

7. Permits

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and certifications to accomplish the work. The Government is not aware of any permits required. 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.

8. Security

The Contractor shall comply with all established security policies at the Cape Cod Canal Project. The Government reserves the right to close any property and reschedule work. Excluding emergencies, the Contractor shall be given at least 24-hour notice of any such closure.

9. Contractor Conduct

The work area is located on Federal property adjacent to a busy public recreation area. Contractor and employees must act in a professional manner at all times. Alcohol and firearms are prohibited on project grounds.

10. Payment

Payment shall be made after final inspection and acceptance by the Government, the Contractor must submit an invoice, utilizing Form ENG 93, to the Technical Point of Contact. The invoice shall include the name of Contractor (as per SAM registration), invoice date, contract number, description of work completed, and total amount due. For jobs greater than 30 days the Contractor may request progress payments. Invoices shall be submitted to:

US Army Corps of Engineers

Cape Cod Canal Field Office

P.O. Box 1555

Buzzards Bay, MA 02532

Attn: John McCartin

Or emailed to john.f.mccartin@usace.army.mil.

Part 2 - Technical Requirements:

1. Submittals:

Contractor shall provide submittals that show pertinent details of proposed materials that allows confirmation the materials are in accordance with requirements listed in the materials section of this scope of work. Although the Government technically reviews submittals, the Contractor's work must be prosecuted using proper internal controls and review procedures. Contractor submittals must be reviewed and accepted by the Government prior to the commencement of any field activities. Contractor shall provide required submittals to the Technical Point of Contact within 60 days of notice to proceed.

Required submittals include:

a. ENG Form 6293 (Accident Prevention Plan Worksheet)

b. Activity Hazard Analysis; non-mandatory template available: ENG Form 6206

(Activity Hazard Analysis)

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

d. First-Aid and CPR Personnel requirements

e. Window Product Data and Shop Drawings: Include name of manufacturer, construction and material details, dimensions, fabrication methods, hardware proposed, finishes, weatherstripping, glazing details and anchorage details for the three windows to be replaced.

f. Door Product Drawings: Include name of manufacturer, construction and material details, dimensions, fabrication methods, hardware proposed, finishes, weatherstripping, glazing details and anchorage details for the double door and single door to be replaced.

g. Asbestos Compliance Plan: A site-specific Asbestos Abatement Plan is required to be submitted and accepted prior to initiating asbestos abatement tasks.

h. Lead Compliance Plan: A site-specific Lead Compliance Plan is required to be submitted and accepted prior to initiating lead abatement tasks.

i. Polychlorinated biphenyls (PCBs) Compliance Plan: A site-specific PCB Compliance Plan is required to be submitted and accepted prior to initiating PCB abatement tasks.

j. Asbestos, Lead, and PCB Final Clearance Sampling

k. Paint to touch up interior and exterior walls and floor of the building. For all materials to be used on the project, the Contractor shall provide the:

manufacturer's name, catalogue number, specifications, and manufacturer's Safety Data Sheets (SDS).

2. Government Resources:

The Government will provide electricity from existing 110-volt outlets in the utility building. The Government will provide a Medeco large format removable core for Contractor to install in the lockset of the single door and double door. Medeco large format removable core valued less than $200.

The Contractor is responsible for providing all other resources to complete the project including waste disposal.

3. Omissions:

This scope of work 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.

4. Quality Control and Quality Assurance:

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

5. Other Contracts:

The Government may undertake or award other contracts for additional work not related to this contract, 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.

6. Storage and Equipment Staging Areas:

Storage and equipment staging areas adjacent to the utility building shall be coordinated with TPOC. Contractor is responsible to manage all storage of materials, dumpsters, and equipment in the work area. The Contractor is responsible for receiving, unloading and movement of all materials. The Contractor shall ensure that no materials migrate into the waterway, roadway, or railroad track right of way. Contractor activities shall not interfere with railroad operations or operations of the electrical generator inside the utility building. The Government is not responsible for damage or theft of Contractor equipment or materials.

7. 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, the Contractor shall remove all surplus tools, equipment, and materials, etc., that are not the property of the Government and shall clean up the job site to the satisfaction of the Government. Contractor shall leave the entire site and areas adjacent in a neat and orderly condition. Contractor shall clean up and properly dispose of debris off-site in accordance with Federal, State and Local ordinances and regulations.

8. Sustainability:

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.

Part 3 - Material Requirements:

1. All products shall be new, unused and accepted by the TPOC prior to installation. In cases where work is not specifically shown or specified, contract shall include miscellaneous items, appurtenances, devices, and materials obviously necessary for a sound, secure and complete installation of the doors and windows.

2. Windows (three units required) to fit within the rough openings of 45-1/2" x 49-1/2" (approximately). Contractor shall verify the rough opening dimensions. Each new window shall be constructed of aluminum material, Double Hung type, with tilt-in feature and aluminum insect screens. The windows shall meet the following:

a. AAMA/WDMA Performance Grade AW-PG70

b. Air Infiltration (cfm/ft2) @ 6.24 Pounds per Square Foot (psf) : 0.20

c. Water Resistance : 15 psf

d. Uniform Load Deflection (psf): 70

e. Uniform Load Structural (psf): 105

f. Forced Entry Resistance: Rating of 10 in accordance with ASTM F588

g. Aluminum insect screen with frames with mitered or coped joints or corner extrusions and concealed fasteners.

h. Hurricane Windborne Debris Impact Resistance (Large Missile).

i. Fabrication of window units must comply with standards from AAMA/WDMA/CSA 101/I.S.2/A440.

j. Anchors, Clips, and Accessories: Aluminum, stainless steel, or zinc-coated steel complying with ASTM B 633 for SC 3 severe service conditions.

Anchors to provide sufficient strength to withstand design pressure indicated.

k. Compression-Type Weather Stripping: Provide compressible weather stripping designed for permanently resilient sealing.

l. Sliding-Type Weather Stripping: Provide woven-pile weather stripping of wool, polypropylene, or nylon pile and resin-impregnated backing fabric.

Comply with AAMA 701/702.

m. Sealant: Provide window manufacturer's recommended permanently elastic, nonshrinking, and nonmigrating type for joint size on the new windows.

n. Window Warranty: Ten years from date of Substantial Completion.

3. Doors and frames (one double door and one single door required). Doors to fit within the rough openings of 60" x 84" and 36" x 84" (approximately). Contractor shall verify the rough opening dimensions. New doors and frames shall be fabricated from commercial grade galvannealed steel. Doors shall be 18-gauge galvannealed steel with stiffened, insulated and sound deadened core. Frames shall be 16-gauge galvannealed steel welded flush. Both doors will swing out to open. The Single door shall have a top half insulated door lite with security wire, minimum size of 20" x 24". The double doors shall have a top half insulated door lite with security wire on each door, minimum size of 16" x 24".

Doors and frames shall be painted one coat of rust inhibitive metal primer and two finish coats of high-quality exterior enamel paint. Color to be selected by the TPOC.

The doors shall have the following:

a. Handle - heavy duty commercial "Crash-bar" type opening mechanism on inside of single door and one leaf of the double door. Heavy duty handles installed on the outside of doors.

b. Hinges - three heavy duty commercial grade stainless steel hinges per door with non-removable hinge pins.

c. Lock Set - heavy duty commercial type entry mortise lockset, front door keyed (stainless steel finish). Lockset shall be compatible to receive a Medeco large format removable core. Coordinate with the TPOC to obtain two Government supplied Medeco large format removable cores.

d. Threshold - raised interior, extruded aluminum bumper threshold with neoprene seal or equal.

e. Door Holder/Closer - stainless steel heavy-duty grade 1 with hold-open feature, full rack and pinion construction, capable of delayed action;

provide 120 door opening and alternate mounting 180 door opening; comply with UL 10C Positive Pressure Fire Test.

f. Door Kick Plate - stainless steel

g. Drip Cap - ANSI/BHMA A156.22 certified; composed of aluminum alloy 6063; slotted screw holes for adjustment; mechanical attachment via stainless steel screws.

h. Door Swing Handing - Right Hand Reverse (RHR) - key outside.

i. Door Jamb Perimeter Weather Strip Set - aluminum alloy 6063, perimeter seal installed with stainless steel screws.

4. Exterior and Interior Paint:

High quality combined primer and elastomeric water based MPI 113 paint to match the color and luster of the existing walls and floor.

Part 4 - Execution:

1. The Contractor shall ensure that all submittals have been approved prior to onsite work and coordinate the schedule for all onsite work with the Government TPOC.

2. The Government will move interior cabinets to provide access to windows and walls. Government personnel will identify known utilities, conduits and equipment that are near the work area. Contractor shall be responsible for the protection of all existing structures, equipment, conduits and utilities from damage during construction. Any items that are damaged or altered during construction shall be restored to their pre-construction condition at the Contractor's expense and verified as such by the Government TPOC.

3. Contractor shall maintain the building to be secure and weathertight at all times. Work shall be sequenced to minimize time that the openings are without functional replacement windows and doors. The Contractor shall provide temporary means to secure all openings overnight if work is not completed in one day, or during inclement weather.

4. REPLACE WINDOWS: Work includes demolition and replacement of three (3) windows. Remove and abate all asbestos and PCB's associated with the windows. The entire frame of each existing window shall be removed. Removal of the windows shall be done by appropriate means that will not damage the building and other equipment in proximity. Attached Figure 3 shows as-built details of the existing windows.

Environmental sampling on the windows showed the following:

a. Interior window glazing, exterior window caulking was found to be positive for asbestos content.

b. The building's exterior white paint, window frames grey paint, interior wall white, red, and grey paint, interior floor red and grey paint was found to be positive for lead based paint.

c. The window glazing material was found to contain PCB's.

See attached Environmental Consulting and Management Survey Report dated 9/29/23 for contaminant sample results. All work that disturbs any of the contaminated materials shall be performed according to the approved Contractor plans. An Industrial Hygienist shall provide 100% onsite project monitoring/oversight during demolition activities that disturbs any of the contaminated window materials. Work includes performing appropriate environmental sampling to confirm removal of the noted contaminants.

Contractor shall clean and check each opening for plumb and levelness. Contractor shall repair spalls and any deficiencies of openings to accept new windows. Prepare the rough openings by placement of concrete and mortar repair products applied according to the manufacturer's recommendations.

Examine window openings, substrates, structural support, and conditions for compliance with requirements for installation tolerances and other conditions affecting performance of work. Verify rough opening dimensions, levelness of sill plate, and operational clearances. Proceed with installation only after unsatisfactory conditions have been corrected. Comply with manufacturer's written instructions for installing windows, hardware, accessories, flashing, and other components.

Install windows level, plumb, square, true to line, and anchored securely in place. Set window sill members in bed of sealant or with gaskets for weathertight construction. Gaps shall be sealed as part of the installation process. Use a high-quality polyurethane window and door insulating foam sealant to create an interior seal. Install windows and components to drain condensation and any water from joints to the exterior. Adjust operating sashes, screens, hardware, weather stripping and accessories for smooth operation and weathertight closure. Install interior/exterior PVC trim to provide a finished system. Lubricate hardware and moving parts. Perform cleaning of glass and aluminum window to remove any accumulations that may have occurred during the construction period.

Paint the wall areas that have been impacted by replacement work. Apply minimum of two coats of elastomeric water based MPI 113 exterior paint in color to match the existing walls. Spot paint both interior and exterior surfaces. Touch up painting shall be applied according to manufacturer's recommendations.

5. REPLACE DOORS: The entire frame of each existing door shall be removed. Remove and abate all asbestos associated with the doors. Removal of the doors shall be done by appropriate means that will not damage the building and other equipment in proximity. The existing door frames shall be cut off due to anchors embedded into the concrete block walls. After removal of the door frames, repair the CMU wall. Install and anchor new metal frame into repaired CMU wall. The existing metal door threshold anchor sill plate shall be cut/grinded out, concrete sill repaired, and new metal threshold installed and anchored into repaired concrete sill. Figure 2 shows as-built details of the existing doors.

Environmental sampling on the doors showed the following:

a. The double door window glazing, interior and exterior door caulking was found to be positive for asbestos content.

b. The building's exterior white paint, exterior door/trim white/grey paint, interior wall white, red, and grey paint, interior floor red and grey paint was found to be positive for lead based paint.

See attached Environmental Consulting and Management Survey Report dated 9/29/23 for contaminant sample results. All work that disturbs any of the contaminated materials shall be performed according to the approved Contractor plans. An Industrial Hygienist shall provide 100% onsite project monitoring/oversight during demolition activities disturbs any of the contaminated door materials. Work includes performing appropriate environmental sampling to confirm removal of the noted contaminants.

Contractor shall clean and check each opening for plumb and levelness. Contractor shall remove the embedded anchors and repair spalls and any deficiencies of openings to accept new doors. Prepare the rough openings by placement of concrete and mortar repair products applied according to the manufacturer's recommendations. Ensure levelness of sill plate, and operational clearances. Set door frames in accordance with SDI/DOOR A250.

11. Plumb, align, and brace securely until permanent anchors are set. Hang doors in accordance with clearances specified in SDI/DOOR A250.8.

Comply with manufacturer's written instructions for installing doors, hardware, locksets, accessories, flashing, and other components. The Contractor is responsible for any shims needed between the wall and frame and spreaders to maintain squareness and alignment of frame.

Gaps shall be sealed as part of the installation process. Use a high-quality polyurethane window and door insulating foam sealant to create an interior seal. Install interior/exterior PVC trim to provide a finished system. Adjust hinges, locks, latches, holders, closers, and other items to operate properly.

Contractor shall coordinate with the TPOC to receive the two Medeco large format removable cores. The supplied cores shall be installed by the Contractor using skilled tradesmen for the supplied lock set. Demonstrate that keys operate locks. After erection and glazing, clean, and adjust hardware.

Paint the walls and floor areas that have been impacted by replacement work. Apply minimum of two coats of elastomeric water based MPI 113 exterior and interior paint in colors to match the existing walls and floor. Spot paint both interior and exterior surfaces. Touch up painting shall be applied according to manufacturer's recommendations.

6. Disposal: Local regulations regarding hauling and disposal shall apply. Contractor shall dispose of all debris resulting from the construction work.

Contractor shall leave the entire site of the work in a neat and orderly condition. Debris, rubbish, non-hazardous waste, and non-usable material resulting from the work under this contract shall be disposed of by the Contractor at their expense off Government property. Segregate and maximize recycling of all waste generated. Debris shall be removed and transported in such a manner that prevents damage to local roads and spillage. Prior to disposal, construction waste suspected to contain lead must undergo Toxic Characteristic Leaching Procedure (TCLP) sampling for lead. The EPA specifies that waste containing greater than 5.0 mg/l of lead be disposed of as lead waste. Asbestos, Lead, and Polychlorinated biphenyls (PCBs) hazardous materials shall be properly handled and disposal of in accordance with all local, state, and federal regulations.

7. Closeout Procedures: Contractor shall coordinate with the TPOC for the following at the completion of the project:

a. A final inspection walkthrough of the project to ensure the work is completed in accordance with the Statement of Work.

b. U.S. EPA Notification of Demolition and Renovation Form

c. Asbestos, Lead, and PCB Final Clearance Test Results

d. Waste Manifest for all debris

e. Warranty for doors and windows

f. Complete final payment Forms and Certifications.

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

Requirements Replace Doors and Windows of Railroad Bridge Generator Building, Cape Cod Canal, Bourne, MA

Product Service Code: Y1QA

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. Aug 1996

Overall Contract Inspection/Acceptance Locations

Inspection and Acceptance Location

Both Destination Instructions: All work shall be completed in accordance with the Statement of Work.

DoDAAC: 961306 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

NEW ENGLAND DIST ENGINEER IN CHARGE, 40 ACADEMY DR

BUZZARDS BAY, MA 02532

UNITED STATES

Section F - Deliveries or Performance

Line Item Delivery Schedule Quantity Address and POC

Delivery Schedule From date of lead time event to completion of performance 270 Calendar Days Date of Notice to Proceed Receipt

1 Job Place of Performance DoDAAC: 961306 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

NEW ENGLAND DIST ENGINEER IN CHARGE, 40

ACADEMY DR

BUZZARDS BAY, MA 02532

UNITED STATES

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. Dec 2018 252.236-7000 Modification Proposals--Price Breakdown. Dec 1991

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/MA20250001/10

Wage Determination No.: MA20250001

Modification No.: 10

Date: 01 August 2025

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)

52.003-4015 MAGNITUDE OF CONSTRUCTION

The estimated cost of the work is between $25,000 and $100,000

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate/ Deviation

Variation Effective Date

52.204-13 System for Award Management Maintenance. Oct 2018 52.204-18 Commercial and Government Entity Code Maintenance. Aug 2020 52.204-19 Incorporation by Reference of Representations and Certifications. Dec 2014 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations. Nov 2015 52.219-6 Notice of Total Small Business Set-Aside. Nov 2020 52.222-6 Construction Wage Rate Requirements. Aug 2018 52.222-7 Withholding of Funds. May 2014 52.222-8 Payrolls and Basic Records. Jul 2021 52.222-9 Apprentices and Trainees. Jul 2005 52.222-10 Compliance with Copeland Act Requirements. Feb 1988 52.222-11 Subcontracts (Labor Standards). May 2014 52.222-12 Contract Termination-Debarment. May 2014

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

May 2014

52.222-14 Disputes Concerning Labor Standards. Feb 1988 52.222-15 Certification of Eligibility. May 2014 52.226-8 Encouraging Contractor Policies to Ban Text Messaging While Driving. May 2024 52.228-2 Additional Bond Security. Oct 1997 52.228-11 Pledges of Assets (DEVIATION 2020-O0016) Feb 2021 Deviation 2020-O0016 Apr 2020 52.228-12 Prospective Subcontractor Requests for Bonds. Dec 2022 52.228-14 Irrevocable Letter of Credit. Nov 2014 52.232-23 Assignment of Claims. May 2014 52.232-27 Prompt Payment for Construction Contracts. Jan 2017 52.236-2 Differing Site Conditions. Apr 1984 52.236-3 Site Investigation and Conditions Affecting the Work. Apr 1984 52.236-5 Material and Workmanship. Apr 1984 52.236-6 Superintendence by the Contractor. Apr 1984 52.236-7 Permits and Responsibilities. Nov 1991 52.236-8 Other Contracts. Apr 1984 52.236-10 Operations and Storage Areas. Apr 1984 52.236-11 Use and Possession Prior to Completion. Apr 1984 52.236-12 Cleaning Up. Apr 1984 52.236-13 Accident Prevention. Nov 1991 52.236-14 Availability and Use of Utility Services. Apr 1984

52.236-21 Specifications and Drawings for Construction. Feb 1997 52.236-26 Preconstruction Conference. Feb 1995 52.242-14 Suspension of Work. Apr 1984 52.243-5 Changes and Changed Conditions. Apr 1984 52.245-1 Government Property. Sep 2021 52.245-9 Use and Charges. Apr 2012 52.246-21 Warranty of Construction. Mar 1994 52.249-1 Termination for Convenience of the Government (Fixed-Price) (Short Form). Apr 1984 52.249-10 Default (Fixed-Price Construction). Apr 1984

DFARS Clauses Incorporated by Reference

Number Title Effective Date

Alternate/ Deviation

Variation Effective Date

252.203-7000 Requirements Relating to Compensation of Former DoD Officials. Sep 2011 252.203-7002 Requirement to Inform Employees of Whistleblower Rights. Dec 2022 252.204-7000 Disclosure of Information. Oct 2016 252.204-7003 Control of Government Personnel Work Product. Apr 1992

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

(DEVIATION 2024-O0013 REVISION 1)

May 2024 Deviation 2024-O0013 May 2024

252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support. Jan 2023

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

Jan 2023

252.204-7020 NIST SP 800-171 DoD Assessment Requirements. Nov 2023

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

Sep 2014

252.225-7048 Export-Controlled Items. Jun 2013 252.227-7033 Rights in Shop Drawings. Apr 1966 252.232-7004 DoD Progress Payment Rates (DEVIATION 2020-O0010) Oct 2014 Deviation 2020-O0010 Mar 2020 252.232-7010 Levies on Contract Payments. Dec 2006 252.243-7001 Pricing of Contract Modifications. Dec 1991 252.244-7000 Subcontracts for Commercial Products or Commercial Services. Nov 2023 252.245-7003 Contractor Property Management System Administration Jan 2025 252.245-7005 Management and Reporting of Government Property.