Solicitation W912WJ24Q0160.pdf

SURRY MOUNTAIN

MICHAEL SERVANT

108 SURRY DAM ROAD

KEENE NH 03431-9802

TEL: 978-318-8300 FAX:

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ24Q0160 12-Aug-2024 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

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 services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations 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) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

27-Aug-2024(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

978-318-8902ALICIA N LACROSSE

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W912WJ24Q0160

Section B - Supplies or Services and Prices

INSTRUCTIONS TO VENDORS

*SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE. SEE CLAUSE 52.236-27

FOR ADDITIONAL INFORMATION.

*PLEASE DIRECT QUESTIONS TO ALICIA N. LACROSSE AT (978) 318-8902 or

ALICIA.N.LACROSSE@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE VISIT

WHICH CONFLICTS WITH THIS SOLICITATION SHOULD BE BROUGHT TO THE ATTENTION OF

ALICIA N. LACROSSE. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE

GOVERNING DOCUMENT IN ALL CASES.

**QUOTES CAN BE E-MAILED TO ALICIA N. LACROSSE AT

ALICIA.N.LACROSSE@USACE.ARMY.MIL.

*PLEASE READ ALL REQUIREMENTS LISTED IN THE SOLICITATION INCLUDING SAFETY

SUBMITTALS AND CERTIFICATIONS REQUIRED POST AWARD BUT PRIOR TO

COMMENCEMENT OF WORK.

NOTE 1: In accordance with FAR Part 28.102-2(b), the Contractor will be required to provide the following payment protections for all construction contracts at or above $150,000.00.

(i) Payment Bond or

(ii) Irrevocable Letter of Credit and

(iii) Performance Bond

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

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

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

(i) Payment bond or

(ii) Irrevocable letter of credit

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

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

NOTE 3:

QUOTATION INSTRUCTIONS:

1. If subcontractor will be used for this work, please provide company names:

2. In accordance with FAR Part 52.204-7(b)(1) Contractors must be registered in the System for Award Management (SAM) database (www.SAM.gov) to submit a quote (formerly the Central Contractor Registration (CCR) database and the On-Line Representations and Certifications (ORCA)). Any reference to CCR or ORCA in any clause or provision is referring to the www.sam.gov website.

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

In addition, if you are registering a new entity in SAM.gov, you must provide an original, signed notarized letter stating that you are the authorized Entity Administrator. The Entity Administrator must establish a LOGIN.GOV account using the e-mail address that will be associated with the SAM registration. See https://www.gsa.gov/about-us/organization/federal-acquisition-service/office-of-systems-management/integrated-award-environment-iae/sam-update for additional information.

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

4. Provide business CAGE code: __________________________________

5. Tax Identification Number: ___________________________________

6. Contractors shall provide completed FAR clause 52.204-8 (Annual Representations and Certifications) found in Section K of this solicitation with their quote if the Contractors have not completed their annual representations and certifications electronically via the SAM website at www.sam.gov. (See Paragraph 2 above).

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

POTENTIAL QUOTERS ARE NOTIFIED THAT THE BASIS ON WHICH AWARD WILL BE MADE IS PRICE

ALONE.

ALL RESPONSIBLE SOURCES MAY SUBMIT A RESPONSE WHICH, IF TIMELY RECEIVED, MUST BE

CONSIDERED BY THE AGENCY.

INVOICES SHALL BE SENT TO TECHNICAL POINT OF CONTACT.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Surry Mtn Lake Office Roof Replacement

FFP

Contractor shall furnish all labor, materials, equipment, and transportation to replace the Project Office exisitng corrugated metal roof with new standing seam metal roof at Surry Mountain Lake, Surry, NH in accordance with the Statement of Work.

FOB: Destination

PSC CD: Y1QA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job Surry Mtn Lake Epoxy Floors

FFP

Contractor shall furnish all labor, materials, equipment, and transportation to prepare and epoxy four (4) garage bays, a utility room, and a paint locker room at the Project Office at Surry Mountain Lake, Surry, NH in accordance with the Statement of Work.

PSC CD: Y1QA

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

PROJECT OFFICE ROOF REPLACEMENT & EPOXY FLOORS

U.S. ARMY CORPS OF ENGINEERS

SURRY MOUNTAIN LAKE

SURRY, NEW HAMPSHIRE

STATEMENT OF WORK

I. General:

1. Scope – Furnish all labor, materials, and equipment necessary to perform the following work at the Surry Mountain Lake Project Office:

a. Remove and properly dispose of the existing eighty feet (80’) by thirty-four feet (34’) corrugated metal roof, install a new standing seam metal roof with snow guards and no exposed fasteners.

b. Prepare and epoxy concrete floors of four (4) garage bays, a utility room, and a paint locker, totaling approximately one thousand nine hundred and fifteen square feet (1,915 ft2).

c. All work shall be completed in accordance with the following Statement of Work.

2. Location – Surry Mountain Lake Project Office is located at 108 Surry Dam Rd. Surry, N.H.

03431

3. Site Visit – Contact the Technical Point of Contact to arrange a site visit. The Technical Point of Contact (TPOC) for the project is Park Ranger, Mike Servant 978-318-8300 or Michael.E.Servant@usace.army.mil.

4. Schedule – All work shall be completed no later than 180 days after Notice to Proceed. The Contractor will coordinate with the Government for the estimated start 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.

All pre-construction submittals shall be submitted within twenty-one (21) days of Notice to Proceed. The Government reserves up to twenty-one (21) days for review and acceptance on each submittal 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 fourteen (14) 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.

5. Safety Requirements-

a. General:

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

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

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

b. Accident Prevention Plan (APP):

The Contractor shall prepare a site-specific Accident Prevention Plan. The APP must be written by a Competent Person (CP) and document the specific work processes, equipment, materials to be used, hazards and applicable control measures.

The mandatory ENG Form 6293 (Accident Prevention Plan Worksheet) must be submitted and accepted prior to beginning on site work:

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6293_2023Aug31.pdf

A preparatory meeting shall be conducted by the Prime Contractor to discuss the APP contents with all effected onsite employees. The Prime Contractor is responsible for informing the subcontractors of the safety provisions under the terms of the contract, the penalties for noncompliance, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.

Daily safety meetings shall be held and documented. Records shall be available to the Technical Point of Contact upon request.

c. Activity Hazard Analysis (AHA):

An AHA shall be submitted and accepted for each definable feature of work (DFOW) in accordance with EM 385-1-1, Chapter 2-6. A DFOW is defined as any task, which is separate and distinct from other tasks, has separate control requirements, or is identified as different trades or disciplines. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

For a non-mandatory formatted outline of an AHA, see ENG Form 6206 (Activity Hazard Analysis) https://www.publications.usace.army.mil/Portals/76/Eng_Form_6206_2023Aug24.pdf

d. Site Safety and Health Officer (SSHO) Requirements:

The Contractor shall employ a minimum of one person to function as a Level 3, SSHO. A Level 3 SSHO is a designated Qualified Person (QP) or Competent Person (CP) with Safety and Occupational Health (SOH) responsibility that meets the requirements of EM 385-1-1, Chapter 2-3.b and 2-4.b.

Level 3 SSHOs must have training, knowledge, and/or experience identifying hazards and implementing controls for the work being performed.

The SSHO shall be present at the project site and be responsible for overseeing the implementation of the Prime Contractor’s SOH program. Contractor shall designate all SSHOs on a mandatory ENG Form 6282 (Site Safety and Health Officer Designation Letter):

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_2023Aug28.pdf

e. First-Aid and CPR Personnel Requirements:

For shifts with multiple employees, provide at least two employees that are certified to administer First Aid and CPR. When employees work alone, they must be certified in First Aid and be provided an effective means of communication to call for assistance in the event of an emergency. Minimum First Aid and CPR qualifications are outlined in EM 385-1-1, Chapter 3-3.

f. Additional Personnel Requirements:

Other Competent Person (CP) or Qualified Persons (QP) may be required per EM 385-1- 1 and/or other sections of this Scope of Work, based on the definable features of work for this project.

g. Accident Reporting:

All accidents and near misses shall be investigated by the Contractor and reported to the Technical Point of Contact in accordance with EM 385-1-1, Table 2-1.

The mandatory ENG Form 3394 shall be completed and submitted to the Technical Point of Contact within seven (7) days of an incident:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerForms/Eng_Fo rm_3394_2021Aug.pdf

h. Employee Exposure Data:

The Contractor shall electronically report total employee work hours (including subcontractors) to the Technical Point of Contact by close of business on the 10th calendar day of the following month.

6. Specific Safety Section-Fall Protection

a. General: The requirements of this section are applicable to Contractors when their employees are working at heights above 6 feet, exposed to fall hazards, and/or using fall protection equipment. Every Contractor is responsible for establishing, implementing, and managing a fall protection program in accordance with EM 385-1-1, Chapter 21.

b. Submittals: A site-specific Fall Protection and Prevention Plan is required to be submitted and approved by the Technical Point of Contact (TPOC) prior to any work being completed at heights. USACE will provide a non-mandatory, fillable template plan.

However, the Contractor is permitted to submit their own plan, at a minimum it must address the items listed in EM 385-1-1, Chapter 21-7:

i. General:

1) Detailed description of the activity being performed;

2) Description of anticipated hazards and fall hazard prevention and control;

3) Assignment of personnel and their duties and responsibilities;

4) Inspection and oversight methods to insure adherence to the plan;

5) Describe maintenance and storage of fall protection equipment;

ii. Rescue Plan:

1) Methods for rescue;

2) Identify, select, and document anchorages for rescue;

3) Rescue equipment;

4) Identify safety spotters;

NOTE: It is realized that a means of fall protection for the first-person establishing anchorages can be difficult. In this situation, fall protection may not be required while the individual is installing the initial anchorage point. Once this is installed, fall protection is required. These activities need to be addressed in the Activity Hazard Analysis (AHA) and Fall Protection and Prevention Plan.

c. Competent Person (CP): The person designated in writing by the employer to be responsible for immediate supervising, implementing, and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating, and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards. The CP shall:

i. Be onsite at all times while work at height is being performed;

ii. Be trained in accordance with EM 385-1-1, Section 21-3. c, to include a minimum of 24-hour CP in fall protection training made up of classroom and practical hands-on components.

iii. Prepare, update, review and approve fall protection and prevention plans;

iv. Review procedures as workplace activities change to determine if additional practices, procedures, or training need to be implemented;

v. Supervise the selection, installation, use and inspection of non-certified anchorages;

vi. Verify End Users who work at heights are trained and authorized to do so;

vii. Inspect fall protection equipment at the frequency required by the manufacturer and

EM 385-1-1.

d. Qualified Person (QP): A person with a recognized degree, or professional certificate, with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, evaluating, and specifying fall protection and rescue systems. The QP shall:

i. Be trained to the applicable level, as described in EM 385-1-1, Chapter 21-3. b;

ii. Provide technical support for the fall protection program;

iii. Have advanced understanding and knowledge of the requirements, equipment, systems, physical sciences, and engineering principles that affect fall protection and rescue systems;

iv. Supervise the design, selection, installation, and inspection of certified anchorages and horizontal lifelines;

v. Be qualified to select proper fall protection and rescue equipment;

NOTE: CPs may only approve non-certified anchorages that are capable of holding 5,000 lbs. All other anchorages and horizontal lifelines must be certified by a QP.

e. End User: A person who has been trained and authorized by the employer on the use of assigned fall protection equipment in a typical fall hazard situation. They must have an understanding of workplace activities and follow the policy, procedures, and instructions of the Competent Person regarding the use of fall protection, rescue systems, and related equipment. They shall:

i. Be trained by a CP in accordance with EM 385-1-1, Chapter 21-3. d, to include hands-on training and practical demonstrations;

ii. Bring all unsafe or hazardous conditions or actions that may cause injury to them or others, to the attention of the CP;

iii. Properly use, inspect, maintain, store and care for their fall protection equipment and systems;

iv. Inspect all fall protection equipment or damage or defects, prior to each use.

v. Understand the nature of fall hazards in the work area and how to properly mitigate them;

vi. Calculate free fall distances and clearance requirements of fall protection systems;

vii. Understand the site-specific rescue procedures;

f. Personal Fall Arrest System Requirements (PFAS): All PFAS shall meet the requirements contained in ANSI Z359, Fall Protection Code, to include fall restrain and positioning systems. A PFAS consist of a full body harness, connecting means, and an anchorage system. General this equipment is certified for users within the capacity range of 130 to 310 lbs., including the weight of the worker, equipment, and tools. A CP shall inspect the equipment at least once semi-annually and whenever the equipment is subject to a fall or impact.

i. Full body harnesses shall meet the requirements of ANSI Z359 and be used in accordance with EM 385-1-1, Section 21-8. c. Body belts and full body harnesses meeting only the requirements of the ANSI A10.14 shall not be used. Equipment manufactured to ANSI/ASSP Z359.1 prior to 2007 is not permitted on USACE project sites. All full body harnesses shall be equipped with Suspension Trauma Preventers such as stirrups, relief steps, or similar in order to provide short-term relief from the effects of orthostatic intolerance.

ii. All energy absorbing lanyards shall meet the requirements of ANSI Z359.13 and be used in accordance with EM 385-1-1, Chapter 21-8. c. (4).

NOTE: When an anchor point is below the dorsal D-ring, a free fall (FF) distance greater than 6 ft (1.8 m) is created. For these situations, a 12 ft. (3.6 m) FF energy absorbing lanyard shall be used in accordance with manufacturer’s instructions and recommendations. A 12 ft (3.6 m) FF energy absorbing lanyard does not refer to the lanyard length. Instead, it refers to a FF that is greater than 6 ft. (1.8 m) up to 12 ft. which is created by the anchor point being located below the dorsal D-ring. The maximum length of the lanyard used shall not exceed 6 ft. (See EM 385-1-1, Chapter 21-8. c.(4)(f))

Self-Retracting Devices (SRDs) shall meet the requirements of the ANSI/ASSE Z359.14 standard and be used in accordance with EM 385-1-1, Chapter 21-8. c. (5)

All scaffolding, aerial work platforms, scissor lifts, or similar must be used in accordance with EM 385-1-1, Chapter 22.

7. Pre-Construction Conference – Prior to the start of any work, the Technical Point of

Contact will schedule and conduct a “Pre-Construction Conference”. The Contractor’s Project Manager and Quality Control Personnel will be physically present to 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 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 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

iv. Accident Reporting (ENG Form 3394)

v. Safety Data Sheet (SDS) requirements

vi. Contractor’s Equipment

vii. Correspondence, Communication, Security and Administrative Procedures.

viii. Invoice and payment.

NOTE: Work cannot begin until all safety paperwork is submitted and accepted by the Government.

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

9. Security – The Contractor will comply with all established security policies at Surry Mountain Lake. Due to periods of heightened security that may affect the 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 work. The Contractor shall be given at least twenty-four (24) hours’ notice of any such closure.

10. Payment – 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, process, and total amount due per line item. 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.

For jobs greater than 30 days the Contractor may request progress payment.

All invoices may be mailed to U.S. Army Corps of Engineers Otter Brook Lake

480 Branch Rd.

Keene, N.H. 03431

Or Emailed to Michael.E.Servant@usace.army.mil

II. Technical Requirements:

Part 1 General:

1. Summary – Furnish all labor, materials, and equipment necessary for removal and proper disposal of existing corrugated metal roof and install a new standing seam metal roof, snow guards with no exposed fasteners, and prepare and epoxy approximately one thousand nine hundred and fifteen square feet (1,915 ft2) of concrete floor at the Surry Mountain Lake Project Office.

2. Submittals – Although the Government reviews submissions required by this Statement of

Work, it is emphasized that the Contractor’s work must be completed using proper internal controls and review procedures. The Government reserves up to twenty-one (21) days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall resubmit to the Government in acceptable form within fourteen (14) days of the Government’s response, unless additional time is granted by the Government in writing.

The documents identified below must be prepared in accordance with the applicable standards, submitted to the TPOC for review and accepted by the Government.

a. Pre-work: Submitted within twenty-one (21) days of Notice to Proceed. Submittals must be accepted prior to the commencement of any field work.

i. Accident Prevention Plan (ENG Form 6293)

ii. Activity Hazard Analysis

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

iv. Safety Data Sheets

v. Spill Prevention Plan

vi. Fall Protection Plan

vii. First-Aid, CPR Certifications

viii. Metal roof coil stock color sample prior to ordering.

ix. Metal roof and snow rail Manufacturer Data Sheet prior to ordering.

x. Metal roof and snow rail Manufacturer Installation Instructions prior to start of installation.

xi. Abrasive Blasting Plan if applicable and in accordance with EM 385 1-1 Section 6-

7.f.

xii. Epoxy floor coating product information

b. Post-work: By the completion of work and before final payment

i. Disposal Documentation

ii. Metal roof and snow rail Manufacturer Warranty. Epoxy floor coating Warranty

Information

3. Existing Conditions:

a. The Surry Mountain Lake Project office roof is constructed of corrugated metal roofing.

The roof is approximately 20-25 years old, and the dimensions are eighty feet (80’) by thirty-four feet (34’). The roof has one chimney and two vent pipes.

b. The Surry Mountain Lake Project office includes four (4) garage bays, a utility room, and a paint locker. Three of the bays are unheated “cold” bays, and one bay plus the utility room and paint locker are heated. The Government will remove any moveable objects from the surfaces to be epoxied prior to work starting.

4. 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.

5. Clean Up and Waste Disposal – The Contractor shall practice good housekeeping to maintain a safe job site. The Contractor shall keep the work area, including any designated storage areas free from accumulation of waste materials. Upon completing work in an area, the Contractor shall remove any tools, equipment, and materials that are not the property of the Government. Any and all disturbed areas resulting from Contractor activities shall be restored by the Contractor to the satisfaction of the Technical Point of Contact. All waste material will be disposed of offsite in accordance with all Federal, State, and local regulations.

6. 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.

7. 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.

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.

8. Building Protection – Any involved building or structure, and all of its contents shall be protected from the elements during the duration of this contract. 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.

9. Personal Protective Equipment - It is the Contractor’s responsibility to furnish and supply personnel with the proper personal protective equipment necessary for performing the work.

10. Government Resources – The Government will supply any electricity necessary for the project work from points of existing outlets when available. The Contractor shall carefully conserve the use of electricity provided. The Contractor shall supply their own means of communication (telephone).

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 Project Manager 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 Technical Point of Contact of damage to Government facilities due to vandalism or other causes on the day such damage is first noticed. Trucks and/or trailers will be driven on existing roads only and not across or through park areas to facilities. 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 Technical Point of Contact, and shrubs and flowers which are damaged or destroyed shall be replaced from nursery stock of like size and kind.

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.

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/employees.

Examples of unbecoming actions or conduct include but are not limited to the following:

i. Cursing, harassment, or discrimination of and/or unwarranted physical contact with visitors, USACE personnel, or other Contractors

ii. Recurring written and/or verbal complaints from visitors, USACE personnel, or other Contractors.

iii. Unsafe operation of vehicles while on USACE property.

c. Removal of Contractor’s Employees - The Technical Point of Contact may require the

Contractor to immediately remove from the work site any employee of the Contractor or subcontractor, who, in the opinion of the Technical Point of Contact, is incompetent, who endangers persons or property, or whose physical or mental condition is such that it would impair the employee’s ability to satisfactorily perform assigned work. Notification to the Contractor shall be promptly made in writing if time and circumstances permit.

Otherwise, notification shall be verbal or by telephone, and shall be confirmed in writing as soon as possible. No such removal, however, will reduce the Contractor’s obligation to perform all work required under this contract, and immediate replacement will be made as required. This requirement shall not be made the basis of any claim for compensation or damages against the United States or any of its officers or agents.

13. 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.

14. Quality Assurance – The Contractor is responsible for the quality control of the contract work. The Contractor shall establish and maintain a quality control system to assure compliance with the contract requirements. The Government has the right to inspect and test all items called for by the contract, to the extent practicable at all times and at all places during the term of the contract.

15. 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.

Part 2 Products:

All products shall be new, unused and to the satisfaction of the Technical Point of Contact.

Products shall be approved by the Technical Point of Contact prior to installation.

1. Metal Roofing System –

a. Standing seam roofing panels.

b. Brown coil stock with a minimum twenty-four (24) gauge thickness.

c. Painted galvalume steel construction, to produce field constructed: roof panels (sixteen-inch (16”) minimum pan width).

d. Drip edge (minimum of five inches (5”) on roof deck and two inches (2”) on fascia).

e. Side flashing/step flashing.

f. Ridge cap, and flat flashing for chimney cricket.

g. Associated clips and fasteners for all product installation in conformance with product manufacturer’s recommendations.

h. Snow stop rails color matched to roof coil product.

i. Ice and water shield, rubberized asphalt underlayment, six feet (6’) in width up from eaves.

j. Roof boots for plumbing vent pipes.

k. Synthetic roof underlayment, five (5)-layer construction, fifty (50) year warranty.

2. Epoxy Floor Coating Product –

a. Will not chip, crack, or peel.

b. Waterproof product intended to protect concrete from heavy traffic, oil, chemicals.

c. Meets or exceeds OSHA standards for traction.

d. One primer coat of epoxy floor primer.

e. Two coats of a 100% solids epoxy flooring system. Final floor thickness shall be at minimum total thickness of three sixteenths inch (3/16”).

f. Color shall be grey and approved by the Technical Point of Contact. (Color samples shall be submitted for approval.).

g. Flooring texture shall be an orange peel texture with black colored flecks, and sample provided shall be approved by the Technical Point of Contact.

3. Metal Roof Manufacturer Warranty.

a. The metal roof manufacturer's 20-year no dollar limit roof system materials and installation workmanship warranty, including flashing, components, trim, and accessories necessary for a watertight roof system construction. The warranty shall run directly to the Government and commence at time of Government's acceptance of the roof work. The warranty shall state that:

i. If within the warranty period the metal roof system, as installed for its intended use in the normal climatic and environmental conditions of the facility, becomes non-watertight, shows evidence of moisture intrusion within the assembly, displaces, corrodes, perforates, separates at the seams, or shows evidence of excessive weathering due to defective materials or installation workmanship, the repair or replacement of the defective and damaged materials of the metal roof system and correction of defective workmanship shall be the responsibility of the metal roof panel manufacturer. All costs associated with the repair or replacement work shall be the responsibility of the metal roof panel manufacturer.

ii. When the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification, emergency temporary repairs performed by others shall not void the warranty.

b. Manufacturer's Finish Warranty

i. Provide a manufacturer's 20-year exterior material finish warranty warranting that the factory color finish, under normal atmospheric conditions at the site, will not crack, peel, or delaminate; chalk in excess of a numerical rating of 8 when measured in accordance with ASTM D 4214; or fade or change colors in excess of 5 NBS units as measured in accordance with ASTM D 2224.

Part 3 Execution:

1. Metal Roofing System –

i. The roof dimensions are eighty feet (80’) by thirty-four feet (34’).

ii. The building and all its contents shall be protected from the elements during the duration of this contract.

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

iv. 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.

b. Demolition -

i. The Contractor shall remove and legally dispose of the existing corrugated metal roofing, rotten underlayment, snow-belt, drip edge, and flashings in accordance with all Federal, State, and local laws and regulations.

ii. Documentation of proper disposal shall be provided by the Contractor to the Technical Point of Contact.

c. Roof Repair

i. The Contractor shall replace any unsound or rotted wood roof sheathing with ¾” plywood sheathing designed for roofing.

ii. The Contractor should assume 10% unsound wood.

d. Installation -

i. Install a brown standing seam metal roof system over entire roof with synthetic roofing underlayment. A rubberized asphalt underlayment shall be installed on rake and eve edges.

ii. Installation shall meet specified requirements and be in accordance with the manufacturer’s installation instructions.

iii. Do not install damaged materials.

iv. Dissimilar materials which are not compatible when contacting each other shall be insulated by means of gaskets or insulating compounds.

v. Exposed surfaces and edges shall be kept clean and free from sealant, metal cuttings, hazardous burrs, and other foreign material. Stained, discolored, or damaged materials shall be removed from the site.

vi. Apply roofing panels with longitudinal configurations in the direction of the roof slope.

vii. Provide roofing panels in unbroken lengths from peak to drip edge with no transverse joints except at junction of ventilators, chimneys, and similar openings, unless otherwise approved by the Technical Point of Contact.

viii. Where panel end laps are required, form and install to shed water and seal in a watertight manner as recommended by the panel manufacturer’s installation instructions.

ix. Edges shall be hemmed.

x. Attach roof panels in the manner, type and frequency required by the roof panel manufacturer and to resist required wind uplift pressures.

xi. Close panel ribs or side laps as required by the manufacturer to meet specified requirements.

xii. Lay seam crimps away from prevailing wind.

xiii. Side and end lap distances, joint sealing, and fastening and spacing of fasteners shall be in accordance with manufacturer’s instructions.

xiv. Flash seal roof at ridge, eaves, rakes, roof and building terminations, chimney, and all roof penetrations.

xv. All sheet metal laps shall be sealed watertight within the lap area.

xvi. Closure strips, flashing, and sealing material shall be provided as indicated and where otherwise necessary to provide complete weather tight construction.

e. Flashing:

i. Provide all flashings, related closures, and accessories necessary for a complete, watertight installation.

ii. Make any required repairs to existing chimney flashing to provide a leak free seal.

iii. Minimize exposed fastening of flashings.

iv. On sloped planes, form flashing lap joints to shed water and provide sealant within the lap area.

v. Laps joints shall have minimum one hundred millimeter (100 mm) (4”) overlap except where greater overlap is indicated, or otherwise required by the roof panel manufacturer.

vi. For butt joints of flashings, provide joint splice and cover plates supplemented by waterproof sealants and sealant tapes to form a watertight joint condition.

vii. Ensure firm underlying support for joints greater than two hundred millimeters (200

mm) (8”) wide and where otherwise indicated or required by the roof panel manufacturer.

viii. Installation shall allow for expansion and contraction of flashing without impacting watertight integrity.

ix. The metal roof must have adequate venting to minimize condensation on the underside of the roof panels in accordance with New Hampshire building codes.

f. Snow Stop Rails:

i. The snow stop rail product shall be manufactured to be compatible with the standing seam metal roof system and color matched.

ii. It shall be installed in accordance with the manufacturer’s recommendations and shall be capable of withstanding maximum snow loads without failure.

iii. Snow stop rails shall be fastened to every rib.

iv. The snow stops shall be installed at the following locations to: ac/heat pump compressor condenser and main and rear entry doors of Project Office.

g. Cleanup:

i. Clean exposed sheet metal work at completion of installation.

ii. Remove metal shavings, filings, nails, bolts, and wires from roofs, ground below and overall workspace

iii. Remove grease and oil films, excess sealants, handling marks, contamination from steel wool, fittings, and drilling debris and scrub the work clean.

iv. Touch up scratches in panel finish with manufacturer supplied touch-up paint system to match panel finish.

v. Treat exposed cut edges with manufacturer supplied clear coat.

2. Epoxy Floor Coating –

Furnish all labor, materials, and equipment to mechanically prepare, repair damaged substrate if necessary, and apply an epoxy floor coating system to four (4) garage bay floors, a utility room, and a paint locker, totaling approximately one thousand nine hundred and fifteen square feet (1,915 ft2) at the Surry Mountain Dam project office.

b. Preparation:

i. Surface preparation shall include mechanically preparing the floor surface by grinding, shot blasting or other means as specified by the approved product.

ii. Shot blasting must comply with EM 385-1-1 section 6-7.f.

iii. Floor must be sound, clean, and free of any oils or any other substances prior to application.

c. Application:

i. Furnish and apply one primer coat of epoxy flooring primer.

ii. Epoxy flooring system shall be applied evenly to assure seamless coverage of garage floor surface.

iii. Epoxy coating shall be applied in 2 coats achieving a minimum thickness of at least three sixteenths of an inch (3/16”).

iv. All cure times and manufacturer recommendations regarding surface preparation, humidity, and temperature shall be adhered to.

ATTACHMENTS

PLEASE SEE ATTACHMENTS INCLUDED SEPARATELY FOR ADDITIONAL INFORMATION.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 180 dys. ANP 1 SURRY MOUNTAIN

MICHAEL SERVANT

108 SURRY DAM ROAD

KEENE NH 03431-9802

978-318-8300

961406

0002 180 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

961406

Section H - Special Contract Requirements

SECURITY REQUIREMENTS

General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (eg., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures –this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clauses of this contract, should FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

WAGE DETERMINATION

General Decision Number: NH20240020 04/19/2024

Superseded General Decision Number: NH20230020

State: New Hampshire

Construction Type: Building

Counties: Cheshire and Sullivan Counties in New Hampshire.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2024. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |.