Amendment W912WJ22Q0002-0002.pdf

W13G861165838200002

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this Amendment is to provide responses to questions posed from industry. Responses #9- #16 are applicable to this amendment.

Closing extended to 19 November 2021 at 5:00 PM Est.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 13

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

16C. DATE SIGNED

BY 09-Nov-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912WJ22Q0002

X 9B. DATED (SEE ITEM 11)

21-Oct-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter 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 NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

09-Nov-2021

CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

W912WJ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

Sheila.M.Winston@usace.army.milEMAIL:978-318-8159TEL:

SHEILA M WINSTONVINCUILLA / CHIEF, CONTRACTING DIVISION

W912WJ22Q0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been modified:

RFI

1.) What if the materials for the contract take longer to get then period of performance.

Quotes should consider the specified period of performance. Delays in materials after award will be considered on a case-by-case basis. Delays documented sufficiently may warrant an extension in time.

2. ) What local permits are required, and are do we know what department (Development, Planning, Etc.) is requiring this at each level(City, County, State)?

Contractor can make an inquiry with the local town (Thompson, CT) building office to identify if any permits are required.

3.) Do we know of any other contracts that might effect the prospective period of performance.

No other contracts are scheduled that would potentially interfere with the completion of this contract throughout the Period of Performance.

4.) Are you providing the door hardware or will we need to coordinate with a locksmith vendor through the COR?

Door hardware shall be provided by the contractor - locks will be keyed by USACE after installation.

5.) The can the proposed door be re-located in the current office be located where the current window are to save re-located a header for the new door. That would save jacking up the ceiling to remove existing window header and setting new header for new door.

Door location could potentially be flexible, however, quotes should include installation of the door in the location specified.

6.)Section 2.2. Doors, Windows, Walls & Flooring, Does not list any specifications for interior wall board or finishes. Does the new addition require interior finished and painted wall board.

No this scope does not include any interior finished and painted wallboard. Only framing of exterior walls.

7.) Does the new addition require any electrical e.g. receptacles, lighting, switches or auxiliary electrical components.

No, this scope does not include any electrical installation.

8.)Does the new additions require any mechanical e.g. additional ducting or alteration of existing duct work to cool or heat the additional space.

No, this scope does not include any of this work.

9.) Do you want to use pvc trim on all outside areas (garage door, entrance doors and windows) ?

PVC trim is acceptable to use for exterior doors and windows

10.) Do you want pvc trim with j on all inside and outside corners of the buildings?

PVC trim is acceptable to use for inside and outside corners of the building

11.) Would you consider using ROCKWOOL R30 in the ceilings for insulation instead of R49 or would you want a layer of R30 and then a layer of R23 or R15 ROCKWOOL over the R30?

Attic insulation R value shall meet Energy Star recommendations for attic space in Connecticut; mineral wool insulation is acceptable to use in this space.

12.) Is there a specific size window that you are looking for? The drawing shows a 6' x 2' window in the front and a 2' high with no width in the back.

Upon reviewing the Scope of Work and Drawing, we would like to change the window being installed in the rear of the building to a 6’W x 2’H Transom Window. Window shall be installed so the top of the window is in line with the top of the rear entry door.

13.) The fascia on the new part, do you want it wrapped in white coil stock like the rest of the building? And use vinyl soffits on overhangs?

Yes – fascia should be wrapped in white coil stock and vinyl soffits are acceptable

14.) Do you want the exterior doors to have composite frames and trim?

Use of composite frames and trim is acceptable for exterior doors

15.) Do you want the doors fire rated?

Per Scope of Work section 2.1.3, “All construction material shall be in conformance to the applicable sections of the National Fire Protection Association (NFPA) Fire and Life Safety Codes (2021).”

16.) Do you want the ceiling to have furring strips to hold the insulation up?

Yes – furring strips are the preferred method of holding insulation in place

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 12-Nov-2021 05:00 PM to 19-Nov-2021 05:00 PM.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

STATEMENT OF WORK

UTILITY MAINTENANCE BUILDING REHABILITATION

U.S. ARMY CORPS OF ENGINEERS

WEST THOMPSON LAKE

N. GROSVENORDALE, CT

STATEMENT OF WORK

I. GENERAL

1. Scope

Furnish all materials, equipment, and labor to rehabilitate the Utility Maintenance Building and adjacent Storage Garage located at West Thompson Lake in North Grosvenordale, Connecticut as part of a sustainability initiative. This rehabilitation primarily consists of combining the Utility Maintenance Building and adjacent Storage Garage by constructing an addition that connects the two buildings, measuring approximately 23 ½’ x 20”, and replacing vinyl siding on the entire structure once connected.

2. Location – The Utility Maintenance Building and Storage Garage are located at 162 West Thompson Road, North Grosvenordale, CT 06255 See below for map photograph for further location information.

Access restricted – Contact the Technical Point of Contact to arrange a site visit.

The Technical Point of Contact for this project is Park Ranger Marc D’Amato; 978.318.8898 (office),

860.268.7206 (cell), or email marc.a.damato@usace.army.mil

3. Schedule – Work shall commence within 15 days after issuance of the Notice to Proceed and shall be completed no later than 210 days from the Notice to Proceed date. Work shall be performed Monday through Friday 7:00 AM to 3:30 PM unless otherwise approved by the Technical Point of Contact. No work shall be done on weekends or Government holidays.

4. Safety Requirements – 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. A copy of EM 385-1-1 can be accessed at the project office or electronically at Headquarters USACE website under publications using the following link:

http://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.

a) Accident Prevention Plan:

The Contractor shall prepare an Accident Prevention Plan (APP) specific to the activities being performed. It shall include Activity Hazard Analyses (AHAs) as described below. A non-mandatory, fillable APP template is available upon request. However, the contractor is permitted to submit their own plan, at a minimum it must meet the requirements of EM 385-1-1, Appendix A.

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.

Weekly safety meetings shall be held and documented. Records shall be available to the Technical Point of Contact (TPOC) upon request.

b) Activity Hazard Analysis:

An AHA shall be submitted for each major phase of work. A major phase of work is defined as an operation involving a type of work presenting hazards not experienced in previous operations or where a new subcontractor or work crew is to perform the work. The analysis shall define all activities to be performed, identify the sequence of work, the specific hazards anticipated, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

Note: As part of the APP and AHAs include site specific COVID-19 monitoring procedures which address, at a minimum, the following elements:

Procedures for periodic sanitation inspections.

Procedures for disinfecting project sites in accordance with Centers for Disease Control and

Prevention (CDC) guidelines.

Site specific measures to practice social distancing while working on the project.

Employee training on the signs, symptoms, and protection measures in accordance with CDC guidelines.

A list of Personal Protective Equipment (PPE) to be used in accordance with CDC and state guidelines.

c) Emergency Response:

Emergency procedures shall be documented in the Accident Prevention Plan and will include a map with directions to the nearest hospital, emergency contact numbers, and onsite First Aid/CPR responders.

d) Required Personnel:

The Contractor shall employ a minimum of one Competent Person (CP) at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO shall be present at the project site and report to the contractor’s upper management. The SSHO is required to have related construction experience and have at a minimum completed a 10 Hour OSHA training.

In addition, when emergency medical services are not accessible within 5 minutes of the work location and there are 2 or more workers onsite, at least 2 employees shall have (in-person) training in First Aid and CPR. Minimum qualifications are listed in EM 385-1-1, Section 03.A.02.c.

*Note: Other Competent or Qualified Persons may be required per EM 385-1-1 and/or other sections of this Scope of Work, based on the characteristics of the project*

e) Accident Reporting:

All accidents and near misses shall be investigated by the Contractor. All work-related recordable injuries, illnesses, and property damage accidents (excluding on-the-road vehicle accidents), in which the property damage exceeds $5,000.00, shall be verbally reported to the Technical Point of Contact within four (4) hours of the incident. Serious accidents as described in EM 385-1-1 Section 01.D shall be immediately reported to the Technical Point of Contact. ENG Form 3394 shall be completed and submitted to the Technical Point of Contact within five (5) working days of the incident.

The Contractor shall compile employee work hours (including subcontractors) and forward the total hours to the Technical Point of Contact no later than close of business on the 10th calendar day of the following month. The method of transmission by the prime contractor to the Technical Point of Contact shall be electronically.

5. Preconstruction Conference – Prior to the start of any site work, the Technical Point of Contact will schedule and conduct a “Preconstruction Conference”. The Contractor’s Project Manager and Quality Control Personnel will attend this meeting. This conference will be held at the time and location agreeable to the government and contractor. No site work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the procedures that will be followed by the

Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government’s administration and inspection of contract work or obtain other pertinent information that might be required. At the Preconstruction conference the contractor shall provide to 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 Preconstruction Conference:

Authority of the Technical Point of Contact.

Contractor’s Safety Program (including sub-contractors).

Accident Prevention Plan and Activity Hazard Analysis.

Weekly Safety Meetings (Documented on NED Form 251) Accident Reporting (ENG Form 3394) Safety Data Sheet (SDS) requirements Correspondence, Communication and Administrative Procedures.

Invoice and payment.

Covid-19

6. Electrical (Demolition Only)

a) General: All electrical work shall comply with EM 385-1-1 (Sections 11 & 12) and applicable

National Electrical Safety Code (NESC), National Electric Code (NEC), National Fire Protection Association (NFPA), OSHA and USCG regulations. In the circumstance there is a discrepancy between the codes and regulations listed above, the most stringent shall apply.

b) Qualified Person: Electrical work shall be performed by a Qualified Person (QP) with verifiable credentials who are familiar with applicable code requirements. Verifiable credentials consist of State, National and/or Local Certifications or Licenses that a Master or Journeyman Electrician may hold, depending on the work being performed, and should be identified in the appropriate AHA.

Journeyman/Apprentice ration shall be in accordance with State, Local and Federal requirements applicable to where the work is being performed.

c) All electrical wiring and equipment shall be a type listed by a nationally recognized testing laboratory for the specific application for which it is to be used. Appropriate PPE will be worn and/or utilized at all times and adequately match the level of associated risk.

d) Emergency Procedures and Training. Employees exposed to shock hazard and those employees responsible for taking action in case of emergency shall be trained in accordance with EM 385-1-1 Section 03.A, OSHA 29 CFR 1910.151, and NEPA 70E 110.2c. The training shall include methods to release of victims from contact with exposed energized electrical conductors or circuit parts.

Employees shall be regularly instructed in methods of first aid and emergency procedures, such as approved methods of resuscitation.

e) All equipment and circuits to be worked on shall be de-energized before work is started. Personnel shall be protected by a Hazardous Energy Control Program (HECP) and procedures in accordance with EM 385-1-1, Section 12. Positive means shall be provided for rendering controls or devices inoperative while repairs or adjustments are being made to the machines they control.

f) If work MUST be performed on an energized system, then the employer must first demonstrate that de-energizing introduces additional or increased hazards or is infeasible due to equipment design or operational limitations (i.e., testing, troubleshooting, etc.).

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. Security – The Contractor shall comply with all established security policies at each Project Office identified.

If applicable, Contractor shall comply with Projects Key Control Management Program. Due to periods of heightened security, which may affect access to the areas covered under this contract, areas may be subject to periodic closures, which in turn may reduce or inhibit the Contractor’s ability to access certain areas. During periods of heightened security, the Government reserves the right, at any time, to close any property or portion of property and reschedule and/or cancel any subsequent service in an area. The Contractor shall be given at least a 24-hour notice of any such closure.

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

All invoices may be mailed to:

U.S. Army Corps of Engineers West Thompson Lake 449 Reardon Rd.

North Grosvenordale, CT 06255

Or sent via email to marc.a.damato@usace.army.mil

II. TECHNICAL

Part 1 General:

1. Summary - Furnish all materials, equipment, and labor to rehabilitate the Utility Maintenance Building and adjacent Storage Garage located at West Thompson Lake in North Grosvenordale, Connecticut.

Framing & Sheathing Add exterior walls and roofing, keying into existing structures, where applicable. Add sheathing for new roof and exterior walls.

Remove two windows in office and reframe wall, to include rough opening for doorway into Storage Area.

Reframe two garage doors in Vehicle Storage Garage to accommodate a single, large garage door.

Exterior Walls, Doors, and Windows Replace vinyl siding and trim for the entire exterior of the updated Utility Maintenance Building.

For new construction and areas noted below, insulate exterior walls, add new exterior door and new windows, and install one new garage door (replaces two existing doors in Vehicle Storage Area). Replace existing Office door.

2. Existing Conditions – The Utility Building and adjacent Storage Garage are located at 162 West Thompson Road in North Grosvenordale, Connecticut 06255. The Utility Building is a single-story building; see building floor plans below for details.* The building was originally constructed in 1963 and modified in 1967. The Storage Garage is a two-level building (main floor plus walk-up attic space) which was constructed in 1986. See Storage Garage floor plan below for details.*

Currently the Utility Maintenance Building Vehicle Storage Area has 2 garage doors, each measuring 9’ W x 8’ 1” H.

*As-Built drawing original .png files with higher resolution can be requested from the Technical Point of Contact. It is encouraged that all potential vendors schedule a site visit with the Technical Point of Contact prior to quote submission.

3. Clean Up and Waste Disposal – The contractor shall keep the work area free from accumulation of waste materials. Any and all disturbed areas resulting from contractor activities shall be restored by the contractor to the satisfaction of the Technical Point of Contact.

4. Environmental Protection – Containers for excess and/ or waste materials, rubbish, etc. shall be provided by the contractor at the site, and the site will be inspected/ cleaned on a daily basis. No burning is permissible.

Water, air and land resources shall not be adversely impacted during the course of the work. Contractor will take necessary steps to ensure all federal, state, and local environmental regulatory requirements are met.

5. Sustainability – All products provided by the contractor must meet the recycled content requirements set forth by the Environmental Protection Agency. 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-cpgprogram 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.

As required in clause 52.223-15 Energy Efficiency in Energy-Consuming Products, https://www.acquisition.gov/sites/default/files/current/far/html/52_223_226.html#wp1194323 the contractor shall only provide products that meet Federal Energy Management Program (FEMP) purchasing specifications for energy efficiency under this contract, as applicable. Covered product categories and the applicable energy efficiency requirements can be found at https://energy.gov/eere/femp/find-product-categories-covered-efficiency-programs

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.

6. Damage to Government and Private Property – The Contractor shall be responsible for restoring any Government facilities or structures damaged as a result of the firm’s operation. The Contractor shall also be responsible for any damage to private property or injury to any person as a result of the firm’s operation. The Contractor shall notify the Technical Point of Contact and/or Project Manager immediately of damage to Government and private property and injury to any person resulting from the firm’s operation.

7. 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 a less than acceptable product.

8. Quality Assurance – The contractor is responsible for the quality control of the contract work. The government has the right to inspect and test all items called for by the contract, to the extent practicable at all times and at all places during the contract term.

9. Other Contracts - The Government may undertake or award other contracts for additional work not related to this contract, and the Contractor shall fully cooperate with other Contractors and Government employees. The contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor or by Government employees.

10. Receiving and Storing Materials – The Corps of Engineers will provide a storage area and parking for contractor personnel. The contractor is responsible for protecting any stored material until it is placed in service.

The contractor is responsible for receiving and unloading of delivered goods. Government employees will not receive material or supplies for the contractor and will not be responsible for damage to the contractor’s equipment or materials.

11. Submittals - Although the Government reviews submissions for technical data/information required by this Statement of Work, it is emphasized that the Contractor’s work must be completed using proper internal controls and review procedures. The documents identified below must be prepared in accordance with the applicable standards, submitted to the Technical Point of Contact for review and must be accepted by the Government prior to the commencement of any field activities:

Accident Prevention Plan (AAPP) – Prior to the start of field work Activity Hazard Analysis – Prior to the start of field work Manufacturer’s product Safety Data Sheets – Prior to ordering/installation Manufacturer’s product Specification Sheets – Prior to ordering/installation Final As-Built Drawings – Upon completion of field work

12. Warranty

1) The contractor, subcontractors, manufacturers, and suppliers warrant that all work under the contract conforms to the contract specifications and contains no defect of workmanship, material, or design for a period of 1 year after final acceptance.

2) The Warranty shall continue for a period of 1 year from the date of final acceptance of the work, or 1 year after the Government takes possession of any part of the work before final acceptance.

3) The contractor is responsible not only for its own work, but for damage to other property caused by failure of that work.

4) The Technical Point of Contact shall notify the contractor, in writing, within a reasonable time after the discovery of any failure or any defect.

5) The contractor shall remedy at his own expense any failure to conform, or any defect.

6) If the contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the contractor's expense.

7) With respect to all Warranties, express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the contractor shall:

a) Obtain all Warranties that would be given in normal commercial practice.

b) Require all Warranties to be executed in writing for the benefit of the Government.

c) Enforce all Warranties for the benefit of the Government

Part 2 Products:

2.1. Materials & Equipment – General

**The intent of this material section is not to specify every product to be used in the execution of the work. Rather, to define the expected standards to be followed and the quality of the product to be used for construction.**

2.1.1. All construction material shall be new, un-used and be first quality material or products. In addition, construction material shall be produced domestically or manufactured domestically in accordance with the Buy American Act. Products will meet parameters noted in “Sustainability” section above.

2.1.2. All construction material shall be in conformance to the applicable sections of the International Building Code (2021).

2.1.3. All construction material shall be in conformance to the applicable sections of the National Fire Protection

Association (NFPA) Fire and Life Safety Codes (2021).

2.1.4. As a minimum, meet requirements of UL, where UL standards are established for those items, and requirements of NFPA 70 for all materials, equipment, and devices.

2.2. Doors, Windows, Walls & Flooring

2.2.1. Exterior Doors shall be Energy Star rated, solid 22-gauge (minimum) steel construction entry door. New construction door will be minimum 36 inches wide with push-style hardware for exit to outdoors.

Replacement Office door will match existing door size; 36” x 79 1/8”. Replacement Storage Garage door, located in attic, will match existing door size; 36” x 70”.

Doors to exterior will have interior hardware that meets building code for fire safety (i.e. push bar hardware).

Exterior will have hardware to match existing handles.* Door will have factory applied primer and factory WHITE paint.

*Note: USACE keys will be matched to new hardware by a locksmith, outside the scope of this contract.

2.2.2. New construction windows (4) in front of and rear of building (Office/Storage Area) shall be new construction transom, energy star rated, have Low-E Glass, vinyl composition interior & exterior. All transom windows will measure 6’W x 2’H.

Windows & hardware color will be white.

2.2.3. Exterior walls shall be insulated with mineral wool, minimum R15 value insulation.

2.2.4. New attic space shall be insulated in accordance with Energy Star recommendations for cold climate (minimum of R49 value) mineral wool insulation.

2.3. Framing

2.3.1. All framing will be done to current industry standard, using appropriate lumber for the application with proper spacing of all studs, rafters, joists, etc. This includes 2x4 wall framing – jack/queen/king studs and headers for windows, doors, and garage doors. New 2x4 trusses for addition.

Existing double-hung windows on front of building will be properly re-framed to accommodate a 6’W x 2’W transom window. Top of window will be in line with top of exterior door.

In addition, after windows are removed from the wall between the Office and Storage Garage, wall will be reframed and will include rough opening doorway between Office and Storage Garage; please refer to New Floorplan Informational Photo Figure 1 below for details.

Note - All additions will be properly ‘keyed in’ to existing framing.

2.3.2. New sill plates will be constructed from ground contact rated lumber and anchored properly into existing concrete slab foundation.

2.3.3. Wall sheathing will be OSB or Plywood – minimum 7/16” thickness - and will be properly sealed from the elements using either a wrap or integrated water-resistive barrier & tape system, installed to manufacturer’s specifications, if applicable.

2.3.4. 1” x 3” furring strips (“strapping”) will be installed perpendicular to rafters in order to hold attic insulation in place between the rafters.

2.4. Siding & Trim

2.4.1. All siding will be new, double-4”, dutch lap, vinyl (minimum 0.040-in thickness), white in color.

2.4.2. New 4” composite trim boards will be installed on main corners to provide proper termination for siding panels

2.4.3. Starter strips will be vinyl or aluminum.

2.4.4. All trim – corner, door, window, etc. - will be vinyl, white in color.

2.4.5. Corrosion resistant fasteners to be used for vinyl siding installation.

2.5. Garage Doors

2.5.1. The two doors in the Vehicle Storage Area measuring 9’W x 8’1”H will be combined to create one single garage door, measuring approx. 20’4”W x 8’1”H** Door will be insulated and will have no windows.

**This will require demolition and construction of new jamb, header, and all necessary framing on a load-bearing wall. Concrete apron repairs will be completed as necessary, ensuring proper drainage away from structure. Demolition of concrete sill between existing doors will also be necessary.

2.5.2. All weather seals and trim will be white PVC.

2.5.3. New 3/4 HP garage door opener will be installed with new 20' 4" X 8' 1" garage door. Will include wall button, photocells, LED light bulb(s) and four (4) remote controllers.

2.6. Roofing

2.6.1. New trusses to be installed over addition (new construction)

2.6.2. Plywood or OSB decking/sheathing to be used for all new construction. Sheathing will be OSB or Plywood

– minimum 5/8” thickness - and will be properly sealed from the elements. It is acceptable to use OSB with integrated water-resistive barrier & tape system, installed to manufacturer’s specifications, if applicable.

2.6.3. Ice and Water Protection to be used on entire roof surface, underneath shingles.

2.6.4. Flashing as needed; to include chimney step, saddle, cap, counter, wall, Z flashing, Valleys, Ridges, Vent Pipe, Drip Edges, etc.

2.6.5. Shingles will be anchored with appropriately sized roofing nails for the application.

2.6.6. Shingles will match existing style and color as closely as possible.

Part 3 Execution:

The contractor is responsible furnishing all materials, equipment, and labor to rehabilitate the Utility Maintenance Building and adjacent Storage Garage located at West Thompson Lake in North Grosvenordale, Connecticut as part of a sustainability initiative.

The rehabilitation includes combining both the Utility Maintenance Building and adjacent into a single building.

General

3.1.1. The building and all contents within shall be secured at the end of each workday and protected from the elements throughout the duration of this contract.

3.1.2. Activities including but not limited to demolition and installation shall be scheduled so that weather related events will result in no damage to the building or any of its contents.

3.1.3. The contractor shall keep on site the means to quickly cover and protect all areas open to the elements during an unforeseen weather related event that could cause damage to the building, and or any of its contents during all phases of this contract.

3.1.4. The contractor will be responsible for the security of all building contents – any loss due to theft or vandalism will be the responsibility of the contractor.

3.2. Demolition

3.2.1. The contractor shall remove and legally dispose of all removed materials and equipment in accordance with all federal, state, and local laws and regulations. Demolition shall facilitate the installation of necessary new building materials.

3.2.1.1. Remove all vinyl siding, existing exterior Office Door, Vehicle Storage Garage doors, and Storage

Garage attic door. Includes associated trim work.

3.2.1.2. Remove two windows in Office, as noted in Informational Photos Figure 10.

3.2.1.3. Remove windows in front of building in preparation for replacement with single transom window

3.3. Installation

3.3.1. The contractor shall install all materials and equipment in accordance with the applicable codes and manufacturer recommendations, and in a manner that is consistent with the industry standards for each applicable trade.

3.3.2. The contractor shall furnish and install the following material and equipment:

3.3.2.1. Framing for exterior walls, trusses for new roof. Build to match new floor plan. Storage Room framing to be completed using existing concrete pad. Includes framing to replace existing office door and windows with new door and transom window.

3.3.2.2. Roofing – Asphalt shingles to match existing. Flashing, as needed, to include chimney step, saddle, cap, counter, wall, Z flashing, Valleys, Ridges, Vent Pipe, Drip Edges. Ice and Water Protection to cover entire new roof surface underneath shingles.

3.3.2.3. Windows & Doors, including exterior doors, windows and associated molding and trim work.

Includes door in Storage Garage attic. Includes replacing existing office door and windows with new door and transom window.

3.3.2.4. The two doors in the Vehicle Storage Area measuring 9’W x 8’1”H will be combined to create one single garage door, measuring approx. 20’4”W x 8’1”H**

**This will require demolition and construction of new jamb, header, and all necessary framing on a load-bearing wall. The contractor is responsible for installing all center pads and jamb extensions as needed to mount the spring assemblies and upper track on new larger opening.

3.3.2.5. Prior to siding installation, if using wrap, install according to manufacturer specifications. All seams and joints of wrap to be sealed with flashing tape.

3.3.2.6. When installing vinyl siding, install color coordinated flashings over/around all windows and doors where applicable. Seal penetrations with seam tape prior to installation of new siding.

3.3.2.7. When installing vinyl siding, install new 4” composite trim boards on main corners of building to provide a proper termination for siding panels.

3.3.2.8. When installing vinyl siding, install starter strip at base of building, along bottom of sheathing, to build out first course of siding to proper angle. Siding to overlap starter approximately ¼” to hide starter.

3.3.2.9. Install new vinyl siding according to manufacturer’s specifications and best practices installation guidelines

Siding to be installed using corrosion resistant fasteners, in accordance with manufacturer’s installation guidelines.

(End of Summary of Changes)