Amendment W912WJ26QA160-0003.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER.

If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

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

(Signature of Contracting Officer)

16C. DATE SIGNED

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

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

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

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

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

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Solicitation/Contract Form

The following changes have been made:

INFORMATION FROM TO

Response Due Date

11 Sep 2026 14 Sep 2026

Miscellaneous text in this section has been modified from:

REQUEST FOR INFORMATION:

Question 1: Unless the laminated beams are a stock item, production can be up to six (6) months, yet the period of performance is only 90 days. Can this be extended? You only have 90 days?

Response 1: The pavilion is to be provided as a pre-engineered kit with all items included. The Government will extend the delivery date to 210 days. This also permits delivery in the spring rather than during the winter when access to the area may be restricted. The delivery will be edited in the Supply Requirement.

Question 2. Is there room for a tractor trailer to turn around at the site?

Response 2: Yes, there is room for a tractor trailer to turn at the site.

Question 3. Do you want the other materials covered onsite as well?

Response 3: Yes, all materials shall be tarped and secured once offloaded.

Question 4: Is there a note/expectation of total number of posts for the pavilion?

W912WJ26QA1600003

Response 4: The number of posts shall be per the pre-engineered drawings to meet the specifications for wind and snow load as required by the supply requirement.

Question 5: Is 2" x 6" tongue and groove roof decking acceptable in addition to 2" x 8" tongue and groove roof decking?

Response 5: Yes, either 2" x 6" or 2" x 8" #1 grade tongue and groove, southern yellow pine is acceptable for the roof decking. The Supply Requirement will be revised.

To:

REQUEST FOR INFORMATION:

Question 1: Unless the laminated beams are a stock item, production can be up to six (6) months, yet the period of performance is only 90 days. Can this be extended? You only have 90 days?

Response 1: The pavilion is to be provided as a pre-engineered kit with all items included. The Government will extend the delivery date to 210 days. This also permits delivery in the spring rather than during the winter when access to the area may be restricted. The delivery will be edited in the Supply Requirement.

Question 2. Is there room for a tractor trailer to turn around at the site?

Response 2: Yes, there is room for a tractor trailer to turn at the site.

Question 3. Do you want the other materials covered onsite as well?

Response 3: Yes, all materials shall be tarped and secured once offloaded.

Question 4: Is there a note/expectation of total number of posts for the pavilion?

Response 4: The number of posts shall be per the pre-engineered drawings to meet the specifications for wind and snow load as required by the supply requirement.

Question 5: Is 2" x 6" tongue and groove roof decking acceptable in addition to 2" x 8" tongue and groove roof decking?

Response 5: Yes, either 2" x 6" or 2" x 8" #1 grade tongue and groove, southern yellow pine is acceptable for the roof decking. The Supply Requirement will be revised.

Question 6: Is the roof to be a gable roof or a hip roof?

Response 6: The roof is to be a gable roof.

Question 7: Is there an existing concrete slab that this structure will be put on?

Response 7: There is currently no existing slab. The Government intends to procure the pre-engineered pavilion kit and all associated components, and then pursue installation (with a concrete slab) in accordance with manufacturer recommendations and instructions.

Response 8: If there is no existing slab, are you pouring a new slab?

Response 8: See response #6 above. The future intent is to install the pavilion on a new slab.

Question 9: Attaching the posts only to the top of the concrete will cause the structure to fail and fall over. Is this the intent?

Response 9: See response #6 above. The intent is to install the pavilion in accordance with the manufacturer's recommendations and installation instructions, however, installation is not a requirement of this procurement.

Question 10: If a slab exists, is the intent to cut the slab so posts are set in the ground and then repour concrete around them?

Response 10: See responses above.

Question 11: Would Eastern White Pine be acceptable in place of the specified Southern Pine /Southern Yellow Pine for the pavilion structure?

Response 11: No, Eastern White Pine is not acceptable. All wood products, laminated beams, etc. shall be as specified in the Supply Requirement.

Question 12: Please confirm whether the pavilion supplier is required to provide the roofing materials?

Response 12: Quotes shall include all materials as stated in the Supply Requirement. The awarded Contractor is responsible for supplying the pre-engineered pavilion kit and all materials as specified in the solicitation. See revised Supply Requirement.

Question 13: Is installation labor required? Or if the requirement is supply, delivery, and unloading only, is installation not required?

Response 13: This procurement is only for the supply, delivery, and unloading of a pre-engineered pavilion kit and components in accordance with the Supply Requirement. See responses above.

Question 14: For the roofing materials, can you confirm exactly what the items the Government wants included with the pavilion kit, and is there a required shingle color?

Response 14: Reference the Supply Requirement, B. Material Requirements, i-p. Shingle color shall be tan/light brown.

Question 15: Regarding the base shoes, is it correct that the galvanized base shoes/connections are separate from the concrete piers/footings?

Response 15: Correct, the base shoes are separate from the concrete piers/footings. The base shoes hold the post/column and are bolted or connected into the footing per the manufacturer's specifications. See responses above.

Question 16: Is the supplier only required to provide the base shoes/connections and the drawings /details showing how they attach to the concrete footings, with no excavation or installation of the concrete piers required?

Response 16: Correct, see responses above.

Description/Specifications/Statement of Work

Miscellaneous text in this section has been modified from:

INTERESTED VENDORS SHALL REVIEW SECTIONS L AND 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.

PRE-ENGINEERED PAVILION

U.S. ARMY CORPS OF ENGINEERS

NORTHFIELD BROOK LAKE

THOMASTON, CT 06787

SUPPLY REQUIREMENT (REVISED)

A. General

1. Scope - Supply, deliver and unload one pre-engineered 30' x 44' open air pavilion to Northfield Brook Lake, Thomaston, CT in accordance with the following requirements and schedule.

2. Location - Equipment shall be delivered and unloaded at Northfield Brook Lake Recreation Area, located at 1550 Northfield Road, Thomaston, CT 06787. Coordinate with the Technical Point of Contact for exact unloading location.

3. Project Coordination - Contact the Technical Point of Contact for the project, Park Ranger David Grandy at 860-358-3561 or david.k.grandy@usace.army.mil to coordinate the specific delivery schedule (Date and Time).

4. Schedule - All materials identified in these requirements shall be delivered no later than 90 210 days from contract award. The project area will be open to the contractor Monday through Friday 7:

00 AM to 3:30 PM and all deliveries must be done during those hours unless alternate hours are approved by the Technical Point of Contact.

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

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

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

6. 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

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

8. Sustainability & Environmentally Preferred Products - Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit https://www.

epa.gov/smm/comprehensive-procurement-guideline-cpg-program for a complete list of designated products and the associated recommended contents levels. Offerors must be able to demonstrate that each offered products meets minimum content levels upon request.

9. Payment - The contractor will furnish the Technical Point of Contact with one invoice, stating the materials delivered, the date of delivery, the date of acceptance, and the amount to be paid.

Payment shall be made for actual materials delivered and accepted by the Government at the applicable contract unit price. The invoice must also include the company letterhead, and this must match the data that is registered in the System for Award Management (SAM) registry.

All invoices may be mailed to

U.S. Army Corps of Engineers

Thomaston Dam c/o David Grandy

331 Hill Rd

Thomaston, CT 06787

Or e-mailed to david.k.grandy@usace.army.mil (preferred)

B. Material Requirements

1. Supply, deliver and unload one (1) Pre-Engineered 30' x 44' open air pavilion with the following specification:

a. Free-standing, open-air, pre-engineered pavilion kit

b. Structure shall be in compliance with the State of Connecticut snow and wind roof load ratings with calculated based on a minimum of ground snow load of 35 psf and wind speed of 120 mph.

Pre-engineered documents shall be provided showing that the pavilion kit meets the current Connecticut building codes for the specified location, in addition to meeting or exceeding the specified minimums.

c. Structure shall be a glued laminated beam pavilion

d. Structure shall have clear space, without a center column or open knee bracing

e. Columns shall be glued laminated southern pine, APA/EWA certified. Members shall be pressure treated minimum CCA 0.4 pcf and sized to meet loading requirements.

f. Beams shall be glued laminated southern pine, APA/EWA certified. Members shall be factory sealed and individually wrapped for protection in transit. **Unloading note: To minimize damage to the beams during unloading, Contractor should utilize padded forks or non-marring slings.**

g. Eave height shall be minimum 7'-6".

h. Roof pitch shall be 3:12.

i. Roof deck shall be , Tongue-and-Groove (T&G), either nominal 2" x 6" or 2" x 8" #1 grade Southern Yellow Pine (SYP), edge veed one side, kiln dried, and furnished in specified lengths such that all joints occur over a laminated beam support.

**Note: #2 grade and/or random length end-matched deck shall not be acceptable.**

j. Fascia shall be #1 grade nominal 2" x 6" SYP, pressure treated Penta Type C 0.3 pcf for above ground use.

k. Hardware connections shall be ASTM A572 steel, powder coated after fabrication and installed with all required nails and fasteners. Hot-dipped galvanized and stainless steel are acceptable.

l. Shingles shall be fiberglass-based asphalt over 15# or 30# recycled felt underlayment, per state building codes.

m. Roofing nails shall be 11/4"10-12 gauge galvanized.

n. Drip edge shall be included for application continuously along perimeter.

o. Hot dipped galvanized base shoes to be intended for use as a permanent connection to concrete footers. Informational drawing of the proposed structure and materials list shall be included.

p. The shelter manufacturer shall provide all the materials to install the shelter to include roofing materials and base shoes connections.

NOTE: The Government will not provide any assistance with unloading.

To:

INTERESTED VENDORS SHALL REVIEW SECTIONS L AND 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.

PRE-ENGINEERED PAVILION

U.S. ARMY CORPS OF ENGINEERS

NORTHFIELD BROOK LAKE

THOMASTON, CT 06787

SUPPLY REQUIREMENT (REVISED)

A. General

1. Scope - Supply, deliver and unload one pre-engineered 30' x 44' open air pavilion to Northfield Brook Lake, Thomaston, CT in accordance with the following requirements and schedule.

2. Location - Equipment shall be delivered and unloaded at Northfield Brook Lake Recreation Area, located at 1550 Northfield Road, Thomaston, CT 06787. Coordinate with the Technical Point of Contact for exact unloading location.

3. Project Coordination - Contact the Technical Point of Contact for the project, Park Ranger David Grandy at 860-358-3561 or david.k.grandy@usace.army.mil to coordinate the specific delivery schedule (Date and Time).

4. Schedule - All materials identified in these requirements shall be delivered no later than 210 90 days from contract award. The project area will be open to the contractor Monday through Friday 7:

00 AM to 3:30 PM and all deliveries must be done during those hours unless alternate hours are approved by the Technical Point of Contact.

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

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

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

6. 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

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

8. Sustainability & Environmentally Preferred Products - Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit https://www.

epa.gov/smm/comprehensive-procurement-guideline-cpg-program for a complete list of designated products and the associated recommended contents levels. Offerors must be able to demonstrate that each offered products meets minimum content levels upon request.

9. Payment - The contractor will furnish the Technical Point of Contact with one invoice, stating the materials delivered, the date of delivery, the date of acceptance, and the amount to be paid.

Payment shall be made for actual materials delivered and accepted by the Government at the applicable contract unit price. The invoice must also include the company letterhead, and this must match the data that is registered in the System for Award Management (SAM) registry.

All invoices may be mailed to

U.S. Army Corps of Engineers

Thomaston Dam c/o David Grandy

331 Hill Rd

Thomaston, CT 06787

Or e-mailed to david.k.grandy@usace.army.mil (preferred)

B. Material Requirements

1. Supply, deliver and unload one (1) Pre-Engineered 30' x 44' open air pavilion with the following specification:

a. Free-standing, open-air, pre-engineered pavilion kit

b. Structure shall be in compliance with the State of Connecticut snow and wind roof load ratings with calculated based on a minimum of ground snow load of 35 psf and wind speed of 120 mph.

Pre-engineered documents shall be provided showing that the pavilion kit meets the current Connecticut building codes for the specified location, in addition to meeting or exceeding the specified minimums.

c. Structure shall be a glued laminated beam pavilion

d. Structure shall have clear space, without a center column or open knee bracing

e. Columns shall be glued laminated southern pine, APA/EWA certified. Members shall be pressure treated minimum CCA 0.4 pcf and sized to meet loading requirements.

f. Beams shall be glued laminated southern pine, APA/EWA certified. Members shall be factory sealed and individually wrapped for protection in transit. **Unloading note: To minimize damage to the beams during unloading, Contractor should utilize padded forks or non-marring slings.**

g. Eave height shall be minimum 7'-6".

h. Roof pitch shall be 3:12.

i. Roof deck shall be either nominal 2" x 6" or 2" x 8" #1 grade, Tongue-and-Groove (T&G), Southern Yellow Pine (SYP), edge veed one side, kiln dried, and furnished in specified lengths such that all joints occur over a laminated beam support.

**Note: #2 grade and/or random length end-matched deck shall not be acceptable.**

j. Fascia shall be #1 grade nominal 2" x 6" SYP, pressure treated Penta Type C 0.3 pcf for above ground use.

k. Hardware connections shall be ASTM A572 steel, powder coated after fabrication and installed with all required nails and fasteners. Hot-dipped galvanized and stainless steel are acceptable.

l. Shingles shall be fiberglass-based asphalt over 15# or 30# recycled felt underlayment, per state building codes.

m. Roofing nails shall be 11/4"10-12 gauge galvanized.

n. Drip edge shall be included for application continuously along perimeter.

o. Hot dipped galvanized base shoes to be intended for use as a permanent connection to concrete footers. Informational drawing of the proposed structure and materials list shall be included.

p. shall provide all the materials to install the The shelter manufacturer The awarded Contractor shelter to include roofing materials and base shoes connections.

NOTE: The Government will not provide any assistance with unloading.

KO CONTRACTING DIVISION, 696 VIRGINIA ROAD

CONCORD, MA 01742-2751

UNITED STATES

JENNIFER SAMELA, EMAIL: JENNIFER.M.SAMELA@USACE.ARMY.MIL TELEPHONE: 978-318-8324

AdminBy:

SCD: PAS:

Closing has been extended until September 14, 2026 at 2:00 PM Eastern.

All other terms and conditions remain unchanged.