Solicitation W912WJ26QA152.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

Deck and Gate Replacements, Camp Edwards, Joint Base Cape Cod, Buzzards Instrument Name:

Bay, MA

Product Service Code : Y1QA

W912WJ26QA152

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Item Supplies/Service Quanti ty

Unit Unit Price Amount

0001 Task 1: Deck Replacements, JBCC

Product Service Code: Y1QA

North American Industry Classification System (NAICS):

238350

Pricing Arrangement: Firm Fixed Price

1 Job

Option Line Item

Option Task 1a: Substrate and Framing Repair

Product Service Code: Y1QA

North American Industry Classification System (NAICS):

238350

Pricing Arrangement: Firm Fixed Price

60 Squar e Foot

Option Line Item

Option Task 1b: Ledger Board and Flashing Repair

Product Service Code: Y1QA

North American Industry Classification System (NAICS):

238350

Pricing Arrangement: Firm Fixed Price

60 Linear Foot

0004 Task 2: Gate Replacements, JBCC

Product Service Code: Y1QA

North American Industry Classification System (NAICS):

238350

Pricing Arrangement: Firm Fixed Price

1 Job

Section C - Description/Specifications/Statement of Work

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

INSTRUCTIONS AND EVALUATION CRITERIA. VENDORS ARE RESPONSIBLE FOR

ENSURING THEIR QUOTE SUBMISSION MEETS ALL REQUIREMENTS. FAILURE TO DO SO

MAY RESULT IN QUOTES BEING DEEMED NON-RESPONSIVE AND REMOVED FROM

CONSIDERATION.

THE MANDATORY SOLICITATION SURVEY ISSUED FOR THE SOLICITATION 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. USE OF A SOLICITATION SURVEY NOT ISSUED FOR THE RELEVANT

SOLICITATION WILL RESULT IN QUOTES BEING DEEMED NON-RESPONSIVE AND

REMOVED FROM CONSIDERATION.

OFFICE TRAILER DECK AND ROAD GATE REPLACEMENT

JOINT BASE CAPE COD

CAMP EDWARDS, MASSACHUSETTS

U.S. Army Corps of Engineers, New England District

STATEMENT OF WORK

1. General Requirements

1.1 Statement of Work

The Contractor shall furnish all labor, materials, and equipment necessary to replace the existing decks at the Massachusetts Army National Guard / U.S. Army Corps of Engineers (MAARNG /USACE) Impact Area Groundwater Study Program (IAGWSP) office trailers and the UXO office trailer. Additionally, the Contractor shall replace eight (8) existing road gates at the entrances of various range roads. All work shall be completed in strict accordance with this Statement of Work.

1.2 Project Locations

The work is located at the MAARNG/USACE (IAGWSP) project sites. Specific work locations are shown in Attachments 1 and 2.

Specific deck replacement locations include:

IAGWSP office trailers

UXO trailer

Specific road gate locations include the following range access roads:

MW-209 Access Road

MW-233 Access Road

MW-436 Access Road

Wood Road

J-1 Range Entrance

J-1 South MTU Entrance

J-3 Range Entrance

Turpentine Road

1.3 Site Visit Recommendations

Site visits are strongly recommended to gauge the full scope of work and provide an accurate quote. No extra payment will be considered for perceived additional work caused by unfamiliarity with the site conditions and requirements. Photographic references of each gate and deck are provided in Attachments 1 and 2 to the Contractor for additional context.

An appointment can be made by contacting the Technical Point of Contact, Jeff Dvorak at Jeffrey.a.

dvorak@usace.army.mil. Site visits are generally scheduled between 8:00am and 2:00pm Monday through Friday.

1.4 Project Schedule

The period of performance shall be 120 days from Notice to Proceed. Work shall be performed Monday through Friday during standard business hours (0700 to 1700) unless otherwise approved in writing by the Technical Point of Contact (TPOC).

The Pre-Construction Conference shall be completed within 21 days from Contract Award.

All Pre-Construction submittals shall be submitted within 21 days of Contract Award. The Government reserves up to 14 days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall be resubmitted to the Government in an acceptable form within 7 days of the Government's response, unless additional time is granted by the Government in writing. No field work may proceed prior to the acceptance of Pre-Construction submittals.

1.5 Safety Requirements

All operations must prioritize safety and adhere strictly to federal, military, and local guidelines:

General Compliance: All work shall be conducted in accordance with the U.S. Army Corps of Engineers (USACE) Safety and Occupational Health Requirements Manual (EM 385-1-1, most recent edition), and all applicable OSHA, federal, state, and local safety and health regulations.

Accident Prevention Plan (APP): The Contractor shall prepare a site-specific APP written by a Competent Person (CP). The mandatory ENG Form 6293 must be submitted and accepted prior to beginning any on-site work.

Activity Hazard Analysis (AHA): An AHA shall be submitted and accepted for each definable feature of work (DFOW) before that activity commences.

Site Safety and Health Officer (SSHO): The Contractor shall employ a minimum of one qualified individual to function as a Level 3 SSHO, who must be present at the project site at all times during active operations to oversee the SOH program.

First-Aid and CPR Personnel: For work shifts with multiple employees, the Contractor shall provide at least two employees certified to administer First Aid and CPR on-site. When employees work alone, they must be certified in First Aid and be provided with 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.

Accident Reporting: All accidents, injuries, and near misses shall be thoroughly investigated by the Contractor and reported to the TPOC within seven (7) days of occurrence.

Employee Exposure Data: The Contractor shall electronically report total employee work hours (including subcontractors) to the TPOC by close of business on the 10th calendar day of the following month.

1.6 Permits and Notifications

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits required to execute the work.

Utility Locating: The Contractor is solely responsible for notifying DigSafe and performing comprehensive utility locates (utilizing Ground Penetrating Radar (GPRS) or similar advanced locating methods) for all areas near powerlines, roadways, and known utilities prior to digging post holes.

1.7 Pre-Construction Conference

Prior to the start of any work, the TPOC will schedule and conduct a "Pre-Construction Conference". The Contractor's Project Manager and Quality Control Personnel shall physically attend this meeting. The Contractor shall directly oversee all work on the project, and the Project Manager and Quality Control Personnel shall have the authority to act on behalf of the Contractor.

This conference will be held at the time and location agreeable to the Government and Contractor.

No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the TPOC to outline the procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government's administration and inspection of contract work or obtain other pertinent information that might be required. At the Pre-Construction conference the Contractor shall provide the name of the Project Superintendent with a telephone number for project coordination.

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

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

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

iii. Accident Prevention Plan and Activity Hazard Analysis (ENG Forms 6293 & 6206)

iv. Accident Reporting (ENG Form 3394)

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

vi. Safety Data Sheet (SDS) requirements

vii. Contractor's Equipment

viii. Correspondence, Communication, Security and Administrative Procedures.

ix. Invoice and payment.

1.8 Cleanup and Waste Disposal

The Contractor shall practice rigorous housekeeping to maintain a clean and safe job site. Upon completion of the work, the Contractor shall clean up the entire job site. All trash, litter, and demolished materials (including old gates, old wood posts cut at grade, and old deck materials) shall be removed from the worksite and disposed of properly in accordance with all Federal, State and local waste regulations.

1.9 Security

The Contractor will comply with all established security policies at Joint Base Cape Cod. Due to periods of heightened security that may affect access to the areas covered under this contract, the Government reserves the right to close any property or portion of property and reschedule and/or cancel any subsequent service. The Contractor shall be given at least twenty-four (24) hours' notice of any such closure.

1.10 Sustainability & Environmentally Preferred Products

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

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

1.11 Damage to Government and Private Property

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

1.12 Contractor's 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. The Contractor shall work with the TPOC to obtain access to Joint Base Cape Cod for all personnel.

Note: At least one (1) of the Contractor employees on site shall be able to communicate effectively and efficiently with project staff.

b. Employee Conduct - The Contractor shall be responsible for seeing that the firm's employees strictly comply with the Code of Federal Regulations Title 36, Chapter III, Part 327, and all Federal, State, and municipal laws. Any personnel activity, which, in the opinion of the Government, is deemed detrimental to the performance of the contract may result in the removal of Contractor employee(s).

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, Government personnel, or other Contractors.

iii. Unsafe operation of vehicles while on Government property.

c. Removal of Contractor's Employees - The TPOC may require the Contractor to immediately remove from the work site any employee of the Contractor or subcontractor, who, in the opinion of the TPOC, 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.

1.13 Inspections

a. Contractor Quality Control - The Contractor is responsible for establishing and maintaining an adequate quality control system to satisfactorily inspect and ensure that all work performed by the Contractor's organization is in full compliance with this contract and the instructions, provisions, specifications, drawings, and maps herein.

b. General Inspection - Upon the completion of each requirement, the Contractor will perform an inspection of all areas under this contract to ensure compliance with the Statement of Work. The Contractor or their representative must be able to commit personnel, equipment, and resources to correct deficiencies. A Government representative may accompany the Contractor on an inspection of completed work and will identify any contract deficiencies. Any deficiencies noted will be corrected within original contract time frames or appropriate deductions in payment will be made.

c. Equipment/Supplies Inspections - The TPOC may inspect required equipment and supplies at any time when in use on Government property. Any equipment found deficient shall be removed from service immediately until faulty conditions have been corrected and passed by the TPOC. No such removal will reduce the Contractor's obligation to perform all work required within the time scheduled under this contract. 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.

d. Government Inspections - The Government will monitor the Contractor's work and make deductions accordingly for work not corrected with the time permitted.

1.14 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 materials or supplies for the Contractor and will not be responsible for damage to the Contractor's equipment or materials. NOTE: Government does not assume security for any lost or damaged equipment or materials stored on-site.

1.15 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.

2. Technical Requirements

2.1 Required Submittals

The following submittals must be prepared and submitted to the TPOC for formal review and acceptance prior to the commencement of any physical work on-site:

ENG Form 6293 (Accident Prevention Plan Worksheet)

Activity Hazard Analysis (AHA) (ENG Form 6206)

SSHO Designation Letter (ENG Form 6282)

Dig Safe Notification and Utility Locate Confirmation

Product Specification Sheets for gate hardware, composite decking, and pressure-treated lumber

Warranty information

2.2 Products and Materials

All materials supplied under this contract shall be new, high-quality, and suitable for heavy-duty industrial or utility applications. Material specifications include:

Decking Materials: Pressure-treated framing shall be used for all deck structures. High-durability, commercial-grade composite decking shall be installed for the IAGWSP trailer surface, steps, and handicap ramp. To meet the structural and safety requirements for high-traffic government usage, the structural and composite decking must meet or exceed the following minimum specifications:

Pressure treated lumber shall be rated UC3B for above ground and UC4A/UC4B for ground or concrete contact. Species shall be southern yellow pine.

Existing joists are two, 2 x 8 boards fastened together with hangers. The fascia is 2 x 8. The Contractor shall field verify all measurements prior to commencement of work.

Fascia Cladding: All exposed perimeter rim joists and stair stringers shall be clad in minimum 1/2-inch thick solid PVC composite trim board. Color to match deck or standard white. Fasteners shall be stainless steel or manufacturer-approved composite trim screws.

Deck Board Composition & Profile: Solid core (non-hollow) wood-plastic composite (WPC) or PVC-capped polymer. Boards must be fully capped on a minimum of three sides to prevent moisture intrusion, rotting, and warping. Boards shall be nominal 1-inch thick by 6-inch wide (actual thickness approx. 0.94", actual width approx. 5.36" - 5.5").

Polymer Capping (Coating): Boards must be co-extruded and fully capped on all four sides with a high-performance, non-wood synthetic polymer shell. The protective capping must have a minimum thickness of 0.05 to 0.07 inches, be integrally bonded to the core (no adhesives), and be entirely non-porous to prevent moisture intrusion, swelling, or mold growth.

Load Rating: Must comply with ASTM D7032 (Standard Specification for Establishing Performance Ratings for Wood-Plastic Composite Deck Boards). The decking must be capable of supporting a minimum uniform live load of 100 psf (pounds per square foot) and a concentrated load of 300 lbs without permanent deformation. Boards must be rigid enough to span 16-inch on-center joist spacing for standard decking and 12-inch on-center spacing for stair stringers without sagging or deflection.

Safety & Traction: Must feature a heavily textured, slip-resistant woodgrain finish that complies with Americans with Disabilities Act (ADA) static coefficient of friction requirements for wet and dry conditions (maintaining a static coefficient of friction of 0.60 in both wet and dry conditions; critical for the handicap ramp and stairs).

Durability & Warranty: Must be highly resistant to fading, staining, and scratching, backed by a minimum 25-year commercial structural and fade/stain warranty.

Must meet standard requirements for extremely low water absorption (e.g., ASTM D1037) and possess a standard Class C (Class III) or better fire rating for flame spread (ASTM E84)

Use hidden fastener system for composite deck screws for decking, stair trends, and perimeter boards, minimum 2 1/2" in length

All structural fasteners, hangers, framing hardware, and deck screws must be Hot-Dipped Galvanized (meeting ASTM A153) or Type 305/316 Stainless Steel to prevent corrosion from pressure-treated lumber. Hangers are required for joist systems on the ledger board and fascia board.

Decking Handrails and Post Mounts: Provide and install a complete, new composite handrail system (including posts, rails, and balusters) matching the existing aesthetic, profile, and color for the Main Deck, pressure treated handrail system for the UXO trailer that meets all State and local building requirements (existing layout is unacceptable).

Surface Mount Hardware: All new posts must utilize heavy-duty structural surface mount brackets manufactured from Hot-Dipped Galvanized steel or Type 305/316 Stainless Steel, and the mounts must be structurally rated to meet or exceed IBC/OSHA lateral load safety requirements for guardrails (capable of resisting a minimum of 200 lb. concentrated outward force at the top rail).

Installation/Anchoring: All surface-mounted hardware must be firmly anchored through the composite decking and directly into solid pressure-treated wood blocking installed between the joists, utilizing through-bolts with steel backing plates or heavy-duty structural wood screws as specified by the mount manufacturer.

Stair stringers: pre-made stringers or minimum 2x12 pressure treated lumber

Concrete: High-strength concrete mix (minimum 3,000 PSI) shall be used for all deep post footings to ensure structural stability.

Gates:

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

Horizontal and diagonal will be required.

A single locking pin and chain combination will be welded to gates 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.

The Contractor is responsible for all field measurements and sizing the gate to span the road and meet setback requirements. While Informational Drawing #1: Gate Plan Drawings 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.

Spans shall be as listed in the Statement of Work, Task 2- Road Gate Replacements included below.

Hinge post - One (1) outer post which the gate arms will be attached, 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 Informational Drawing #1 for typical gate design.

One Hinge post measuring 42" will be required.

The hinge post will have a vertical adjustment bolt at the top of the post and a horizontal leveling bolt at the base under the gate arm. There will be a nut securely welded to the side and top of the hinge post for the adjustment bolt to pass through with a jam nut to lock the bolt in place.

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

Pivot post - One (1) 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.

Locking posts - One (1) for each gate will be fabricated from 6" round Schedule 40 pipe.

Locking post shall have a lock protection box (See Informational Drawing #1)

Each post will have a steel Lock Pin

Lock Pins will be made of solid steel round stock minimum of 1" diameter and long enough to span from the top plate past the gate arm into the lock protection box where a padlock can be applied up inside the lock protection box to secure the gate.

The pin will be attached to the top plate of each locking post by welding a steel chain 3/8 inches in diameter and a minimum of 18 inches in length which shall be long enough to completely remove the pin.

Locking Pin will have a hole drilled through the bottom large enough to accept a Padlock Shackle (Example Lock Provided upon request) and a handle, handle design shall be approved by Technical Point of Contact before fabrication, attached to the top of the pin for easy pin removal.

Road gate will be primed and painted with an exterior metal enamel paint prior to installation. Paint color will be standard "Safety Yellow".Gate Posts: 4-inch to 6-inch outer diameter galvanized steel hinge and latch posts (Schedule 40 weight).

Galvanized steel hinge and latch posts (Schedule 40 weight). Single swing gates shall utilize a minimum 4-inch outer diameter post. The double swing gate shall utilize a minimum 6-inch outer diameter post to prevent sagging

Gate Hardware: 3-inch industrial latches, heavy-duty commercial-grade sealed bearing hinges, central locking drop-rods (for double-leaf gates), and secure padlock latches.

2.3 Execution & Tasks

Task 1 - Office Trailers Deck Replacement

The Contractor shall execute the demolition and construction of the office trailer decks according to the following specifications:

Demolition: Demolish and properly dispose of the existing decks on the IAGWSP office trailers and the UXO office trailer.

Ledger Boards: Existing ledger boards attached to the trailers shall remain in place and be reused only if they are structurally sound, free of rot, and compatible with the new deck framing layout.

New Ledger Board/Flashing: If an existing ledger board is demolished due to structural deficiency or incompatible fastener spacing, the Contractor shall provide and install a new pressure-treated ledger board along with new, appropriately sized ledger flashing (e.g., metallic or vinyl Z-flashing).

The new flashing must be properly integrated behind the trailer's siding/weather barrier and over the ledger to ensure a watertight seal.

Inspection: Upon removal of the existing deck framing, the Contractor shall visually inspect the exposed trailer exterior, substrate (sheathing/framing), and ledger attachment points for water damage or rot, and immediately report any findings to the TPOC with photographic documentation.

(Note: Extensive substrate or structural wall repairs beyond the ledger board itself will be handled under Task 1 Option)

Footings: All deck footers must be set securely in the ground utilizing poured concrete footings to comply with standard construction practices and MA guidelines of a minimum of 48 inches below grade. The current state of floating footers shall not be replicated under any circumstances.

All deck footers must utilize cylindrical concrete forms (e.g., Sonotubes) and be set securely at below grade to comply with the local Massachusetts frost line requirements

Main Office Decks Layout: Construct a connecting bridge between the two main office trailers (approximately 5 feet wide by 53 feet long), a larger deck section on the right trailer (approximately 16 feet wide by 10 feet deep), and a small landing with stairs on the left trailer (approximately 5 feet by 5 feet).

Any pressure-treated lumber cut on-site during framing must be treated with a copper naphthenate wood preservative (end-cut solution) to prevent premature decay.

Joists shall be attached to the existing ledger boards and run perpendicular to the buildings.

Deck Board Overhang: To prevent water surface tension from drawing moisture back onto the structural rim joists and to mitigate freeze-thaw degradation, the outer perimeter composite and pressure-treated deck boards shall overhang the outer fascia/rim joist by a minimum of 3/4 -inch to a maximum of 1-inch.

Execution: all overhang cuts must be straight, uniform, and run parallel to the fascia. Fascia cladding must be installed prior to establishing the final overhang to ensure the net 3/4-inch to 1-inch drip edge is maintained from the outermost finished face.

Handicap Ramp: Construct a 5-foot wide by 28-foot long handicap-accessible ramp in accordance with all Federal, State, and local requirements.

Railings: Provide and install a complete, new composite handrail system (including posts, rails, and balusters) matching the existing aesthetic, profile, and color.

All gaps shall be less than 4 inches and comply with all State and local building codes.

Railings shall be installed along the entire perimeter of the deck and along the ramp and stairs to match existing conditions.

Stairs: Stair treads shall be composite decking, stair risers shall be closed with gaps less than 4 inches.

Stairs shall comply with all State and local requirements for maximum riser height, minimum tread depth, nosing, uniformity, and width.

All installations shall be plumb and level.

UXO Office Trailer Deck: Perform a complete replacement of the existing 8-foot by 10-foot deck, including a new 4-foot wide set of stairs. The deck surface for the UXO Office Trailer shall be pressure-treated lumber, 5/4" inch in thickness.

Demolition shall be in accordance with requirements as included above.

Footings shall be replaced in accordance with the above specifications.

Ledger board requirements are as stated above.

Joists shall be attached to the existing ledger boards and run perpendicular to the buildings.

Deck Board Overhang: To prevent water surface tension from drawing moisture back onto the structural rim joists and to mitigate freeze-thaw degradation, the outer perimeter composite and pressure-treated deck boards shall overhang the outer fascia/rim joist by a minimum of 3/4 -inch to a maximum of 1-inch.

Execution: all overhang cuts must be straight, uniform, and run parallel to the fascia. Fascia cladding must be installed prior to establishing the final overhand to ensure the net 3/4-inch to 1-inch drip edge is maintained from the outermost finished face.

Any pressure-treated lumber cut on-site during framing must be treated with a copper naphthenate wood preservative (end-cut solution) to prevent premature decay.

Railings: Provide and install a complete, new pressure-treated handrail system (including posts, rails, and balusters).

All gaps shall be less than 4 inches and comply with all State and local building codes.

Railings shall be installed along the entire perimeter of the deck and along stairs.

Posts shall be attached to deck framing in accordance with all State and local building requirements.

Stairs: Stair treads shall be 5/4" pressure-treated lumber, stair risers shall be closed with gaps less than 4 inches.

Stairs shall comply with all State and local requirements for maximum riser height, minimum tread depth, nosing, uniformity, and width.

All installations shall be plumb and level.

Task 1a (Option) - Substrate and Framing Repair

To account for potential hidden structural damage behind the existing decks, the Contractor shall provide a unit-priced Optional line item quote for trailer substrate repairs. This Option shall cover all labor, materials, and equipment required to remove and replace damaged trailer substrate (siding, framing, sheathing, and insulation) to restore structural integrity and weather resistance.

Material Specifications:

Any replacement structural framing shall utilize pressure-treated lumber.

Replacement sheathing must be a minimum 7/16-inch thick, engineered wood structural panel with an integrated water-resistive barrier and air barrier (complying with ASTM E2178), or 7/16-inch exterior-grade CDX plywood wrapped in a high-performance commercial house wrap.

Siding repairs shall match the existing trailer siding material, color, and profile as closely as possible.

Unit of Measure shall be One (1) Square Foot (SF).

This Option is multi-executable up to 60 SF.

This Option is strictly contingent. The Contractor shall not proceed with these repairs unless subsurface damage is discovered, documented with photographs, and the Option is formally exercised in writing by the Contracting Officer.

Task 1b (Option) - Ledger Board and Flashing Repair

To ensure a watertight seal at the critical deck-to-trailer interface, the Contractor shall provide a unit-priced Optional line item quote for ledger and flashing repairs. This Option shall cover all labor, materials, and equipment required to remove and replace damaged ledger boards and install new flashing.

Material Specifications:

Replacement ledger boards shall be a minimum of 2x8 pressure-treated lumber.

Flashing shall be heavy-duty, corrosion-resistant metal (minimum 24-gauge aluminum or stainless steel) or a high-performance self-adhering membrane flashing designed for pressure-treated wood contact, installed to ensure a completely watertight seal.

Unit of Measure shall be One (1) Linear Foot (LF).

This Option is multi-executable up to 60 LF.

This Option is strictly contingent. The Contractor shall not proceed with these repairs unless damage is discovered, documented, and the Option is formally exercised in writing by the Contracting Officer.

Task 2 - Road Gate Replacement

The Contractor shall replace the designated road gates to secure range access roads. The scope of work includes:

Demolition: Remove eight (8) existing gates and their associated posts. Old wood posts must be cut off cleanly at grade and disposed of off-site.

Installation: Furnish and install seven (7) single swing gates and one (1) double swing gate across the specified range access roads.

The gates shall swing outward from the secure side (toward the access road approach), unless otherwise noted on the map or by the TPOC.

Footings and Alignment: Dig deep post holes for all hinge and latch posts below the local frost line, 48 inches in depth. Pour high-strength concrete footings, mount, and align the gates. For the double gate, align the two leaves to meet perfectly in the middle. The installation of posts shall include new galvanized steel and be set in concrete.

All installations shall be plumb and level.

The following table outlines the gate configuration and sizing requirements:

Gate Type Quantity Sizing / Dimensions

Single Swing Gates 7 One (1) 12' wide, Four (4) 14' wide, Two (2) 15' wide

Double Swing Gate 1 One (1) 23' wide (comprised of two 11.5' leaves)

3. Final Inspection and Acceptance

A full cleanup of the work area shall be performed to remove any accumulation of trash or debris caused during assembly and installation phases of this contract.

The Contractor shall coordinate a walk-through with the TPOC to ensure all components, hardware and elements are installed as intended, that all components function as designed by the manufacturer, and to ensure completion of all work required by this Statement of Work.

4. Quality Assurance

The Contractor is solely responsible for the quality control of all contract work. All installations must be plumb, level, structurally sound, and operate smoothly upon final inspection. The Government reserves the right to inspect and test all items, including verifying the depth of footings and testing the operation of gate latches, at any time during the term of the contract. Any identified deficiencies or deviations from this Statement of Work must be corrected immediately at the Contractor's sole expense.

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

*** END OF NARRATIVE ***

Requirements Deck and Gate Replacements, Camp Edwards, Joint Base Cape Cod, Buzzards Bay, MA

Section E - Inspection and Acceptance

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

52.246-12 Inspection of Construction. 1996-08

Section F - Deliveries or Performance

0001 Delivery Schedule From date of lead time event to completion of performance 120 Calendar Days

Date of Notice to Proceed Receipt 1 JobQuantity

Address and POC Place of Performance DoDAAC: W912WJ CountryCode: USA

W2SD ENDIST NEW ENGLAND

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

UNITED STATES

JEFFREY AL DVORAK, DELIVER_TO_EMP_ID_NO

Option Line Item

Delivery Schedule From date of lead time event to completion of performance 120 Calendar Days

Date of Notice to Proceed Receipt 60 Square FootQuantity

Address and POC Place of Performance DoDAAC: W912WJ CountryCode: USA

W2SD ENDIST NEW ENGLAND

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

UNITED STATES

JEFFREY AL DVORAK, DELIVER_TO_EMP_ID_NO

Option Line Item

Delivery Schedule From date of lead time event to completion of performance 120 Calendar Days

Date of Notice to Proceed Receipt 60 Linear FootQuantity

Address and POC Place of Performance DoDAAC: W912WJ CountryCode: USA

W2SD ENDIST NEW ENGLAND

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

UNITED STATES

JEFFREY AL DVORAK, DELIVER_TO_EMP_ID_NO

0004 Delivery Schedule From date of lead time event to completion of performance 120 Calendar Days

Date of Notice to Proceed Receipt 1 JobQuantity

Address and POC Place of Performance DoDAAC: W912WJ CountryCode: USA

W2SD ENDIST NEW ENGLAND

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

UNITED STATES

JEFFREY AL DVORAK, 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.

Pre-screen candidates using E-Verify Program: Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (hhtps://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list if verified/eligible candidates shall be provided to the COR no later than three business days after the initial contract ward. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

WAGE DETERMINATION:

The Wage Determination for this project can be found at:

https://sam.gov/wage-determination/MA20260001

Wage Determination No.: MA20260001

Modification No.: 1

Date: 18 May 2026

*** END OF NARRATIVE ***

Section I - Contract Clauses

UAI 5152.249-9000 Basis for Settlement of Proposals

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

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

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

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

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

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

(End of Clause)

MAGNITUDE OF CONSTRUCTION

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

COMMENCEMENT, PROSECUTION,…