Solicitation - W912WJ25QA063.pdf

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

THIS RFQ IS IS NOT A SMALL BUSINESS SET-ASIDE

15. DATE OF QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

b. TELEPHONE

AREA CODE

NUMBER

STANDARD FORM 18 (REV. 6-95)

Prescribed by GSA-FAR (48 CFR) 53.215-1(a)

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

8. TO:

b. COMPANYa. NAME

c. STREET ADDRESS

d. CITY e. STATE f. ZIP CODE

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

c. CITY

d. STATE e. ZIP CODE

7. DELIVERY

FOB DESTINATION

OTHER

(See Schedule)

10. PLEASE FURNISH QUOTATIONS TO THE

ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS (Date)

IMPORTANT: This is a request for information and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or service. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotation must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

12. DISCOUNT FOR PROMPT PAYMENT

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations are are not attached.

13. NAME AND ADDRESS OF QUOTER

a. NAME OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG. 1

RATING

5a. ISSUED BY 6. DELIVER BY (Date)

5b. FOR INFORMATION CALL (NO COLLECT CALLS)

NAME TELEPHONE NUMBER

AREA CODE NUMBER

1 39

W912WJ25QA063 17 JUL 2025

W2SD ENDIST NEW ENGLAND

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

STATES

JENNIFER SAMELA 978 318-8324

01 AUG 2025

SEE SCHEDULE

Section A - Solicitation/Contract Form

Beach Restroom and Change House Demolition, Installation of Concrete Pad, Walkway, and Utilities, Surry Mountain Lake, Surry, NH

W912WJ25QA063

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

VENDORS SUBMITTING A QUOTE IN RESPONSE TO A SOLICITATION ARE RESPONSIBLE FOR ADHERING TO ALL INSTRUCTIONS AND TERMS AND CONDITIONS INCLUDED IN THE SOLICITATION. FAILURE TO DO SO MAY RESULT IN QUOTES BEING DEEMED

NON-RESPONSIVE

INFORMATION:

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

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

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

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

QUESTIONS REGARDING SOLICITATIONS:

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

a. Name: Jennifer M. Samela

b. Phone: 978-318-8324

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

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

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

QUOTE SUBMISSION:

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

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

BID SCHEDULES:

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

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

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

SITE VISITS:

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

ADDITIONAL INFORMATION.

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

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

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

BONDING:

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

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

(i) Payment Bond or

(ii) Irrevocable Letter of Credit and

(iii) Performance Bond

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

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

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

(i) Payment bond or

(ii) Irrevocable letter of credit

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

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

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

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

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

QUOTATION INSTRUCTIONS:

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

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

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

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

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

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

5. Provide business CAGE code: __________________________________

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

Item Supplies/Service Quantity Unit Unit Price Amount

SML Beach Restroom Demolition

Contractor shall furnish all labor, materials, and equipment necessary to demolish the beach restroom at Surry Mountain Lake, Surry, NH in accordance with the Statement of Work

Product Service Code: Y1QA Pricing Arrangement: Firm Fixed Price

1 Job

SML Beach Restroom Septic Demolition

Contractor shall furnish all labor, materials, and equipment necessary to demolish and abandon the beach restroom septic at Surry Mountain Lake, Surry, NH in accordance with the Statement of Work

Product Service Code: Y1QA Pricing Arrangement: Firm Fixed Price

1 Job

SML Change House Demolition

Contractor shall furnish all labor, materials, and equipment necessary to demolish the change house at Surry Mountain Lake, Surry, NH in accordance with the Statement of Work

Product Service Code: Y1QA Pricing Arrangement: Firm Fixed Price

1 Job

SML Concrete Walkway

Contractor shall furnish all labor, materials, and equipment necessary to construct a concrete walkway measuring 6'x10' at Surry Mountain Lake, Surry, NH in accordance with the Statement of Work

Product Service Code: Y1QA Pricing Arrangement: Firm Fixed Price

1 Job

SML Concrete Pad

Contractor shall furnish all labor, materials, and equipment necessary to construct a concrete pad measuring 21'x18' at Surry Mountain Lake, Surry, NH in accordance with the Statement of Work

Product Service Code: Y1QA Pricing Arrangement: Firm Fixed Price

1 Job

SML Installation of Water Hookup

Contractor shall furnish all labor, materials, and equipment necessary to provide a water utility hookup at Surry Mountain Lake, Surry, NH in accordance with the Statement of Work

Product Service Code: Y1QA Pricing Arrangement: Firm Fixed Price

1 Job

Section C - Description/Specifications/Statement of Work

DEMOLITION OF BEACH RESTROOM, CHANGE HOUSE, SEPTIC AND SITE IMPROVEMENTS

U.S. ARMY CORPS OF ENGINEERS

SURRY MOUNTAIN LAKE

SURRY, NH

STATEMENT OF WORK

I. General:

1. Scope - Furnish all labor, materials, equipment, and transportation necessary to perform the following work:

a. Demolish and dispose of one (1) restroom and associated septic system

b. Demolish and dispose of one (1) change house

c. Construct concrete walkway and pad

d. Install water utilities

e. All work shall be performed in accordance with the following Statement of Work

2. Location - The Surry Mountain Lake Project office is located at 108 Surry Dam Road, Surry, NH 03431. The location of the beach restroom and change house is in Surry Mountain Beach Area and is accessible off of NH Route 12A (273 Route 12A, Surry, NH)

3. Site Visit - Contact the Technical Point of Contact (TPOC) to arrange a site visit. The TPOC for the project is Civil Engineering Technician, Scott Bockus 978-318-8468 or scott.s.bockus@usace.army.mil

4. Schedule - The Contractor shall commence work within 21 days of notice to proceed, prosecute work diligently, and complete all work no later than May 22nd, 2026. All onsite work shall commence no earlier than September 1st, 2025, and shall be completed by May 22nd, 2026. No onsite work shall be performed during adverse winter conditions or as otherwise determined by the TPOC. Area is not maintained during the winter months.

Work shall be performed Monday through Friday 7:00 AM to 3:30 PM unless otherwise approved by the TPOC. 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.

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 TPOC 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 TPOC in accordance with EM 385-1-1, Table 2-1.

The mandatory ENG Form 3394 shall be completed and submitted to the TPOC within seven (7) days of an incident: https://www.publications.usace.

army.mil/Portals/76/Publications/EngineerForms/Eng_Form_3394_2021Aug.pdf

h. Employee Exposure Data:

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

6. Excavation and Trenching -

a. General: All excavating and trenching activities are required to be completed in accordance with EM 385-1-1, Section 25.

b. Submittals: An Activity Hazard Analysis (AHA) is required for all excavations and trenches. In addition, for excavations or trenches greater than 5 feet in depth an Excavation and Trenching Plan will need to be submitted to the TPOC for review. The Contractor is permitted to submit their own plan, at a minimum it must meet the requirements listed in EM 385-1-1, Section 25-7.

c. Required Personnel: All projects that involve excavation and trenching activities are required to have a Competent Person in excavation and trenching onsite. This person is typically (but not limited to) the Site Safety Health Officer (SSHO), Superintendent, or site foreman and is defined as:

i. An onsite employee who has been designated in writing by the employer to be responsible for the immediate supervision, implementation and monitoring of the excavation/trenching program, who through training, knowledge and experience in excavation/trenching is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

7. Lead Compliance Plan -

a. General: This project involves the removal of brackets that contain lead-based paint (LBP). Reference the survey results from Mabbett & Associates (2017). All LBP activities, training, and submittals shall comply with EM 385-1-1, Section 06.C; 29 CFR 1926.62; as well as State, and local requirements.

b. Submittals: A site-specific Lead Compliance Plan is required to be submitted and accepted by the TPOC prior to initiating work. This plan shall be developed as an appendix to the Accident Prevention Plan (APP) and describe procedures to be followed to protect Contractor and Government employees, the environment, and general public from lead hazards while performing demolition activities. Practices also include conducting a careful cleanup during the demolition. Specifically, the Lead Compliance Plan shall address the following:

i. A description of each work activity in which lead is emitted, to include equipment and materials used, crew size, job responsibilities, operating procedures, maintenance practices, and work activity locations and lead-containing components keyed to the project drawings.

ii. Description of control measures to be used to achieve exposure compliance, including any engineering (wet methods) and administrative controls and PPE (see paras 1-6 or 2-6, as applicable).

iii. Employee exposure assessment procedures to monitor and document employee lead exposure. Exposure monitoring must include two types:

1) Initial determination (may be omitted if there is sufficient objective/historical data showing action level compliance according to the requirements).

2) Continued exposure monitoring required as a result of initial exposure determinations.

iv. Protective clothing, housekeeping procedures to prevent spread of lead contamination both in and beyond the lead hazard control area, and hygiene facilities and practices to prevent employees from inadvertent ingestion of lead.

v. Medical surveillance procedures to monitor employee exposures and ensure fitness for wearing respiratory protection (see chapter 5).

vi. Documentation of employee training required according to EM 385-1-1, paragraph 6-3.h and 29 CFR 1926.62.

vii. Detailed sketches identifying lead hazard control areas, including decontamination areas and facilities, critical barriers, and physical and air distribution boundaries.

viii. Perimeter or other area air monitoring outside or adjacent to the regulated area as required.

ix. Security required for each lead hazard control area.

x. Waste generation, characterization, transportation, and disposal (including recordkeeping) must be performed in accordance with NH Solid Waste Rules (Env-Sw 100-300, 2100-3700).

xi. All waste must be removed in whole and collected in secure covered containers, such as roll-off container, or heavy plastic bags, as appropriate.

Lead-based paint waste can then be disposed of at a permitted, lined solid waste landfill following disclosure to and approval from the landfill owner /operator.

8. Silica Exposure Plan -

a. A site-specific Silica Compliance Plan shall be prepared by a Qualified Person IAW EM 385-1-1, Chapter 6, Section 6-7i. The name and documentation of qualifications, training, and experience of the Competent Person shall be submitted to the TPOC for approval. The plan shall detail the tasks that involve silica exposure and the methods to be used to protect employees IAW 29 CFR 1926.1153. The plan shall also detail how potential exposure to personnel in adjacent areas will be maintained within allowable limits. Submit the plan to TPOC fifteen (15) days prior to initiating work involving silica exposure. Reference EM 385-1-1, Chapter 6, Section 6-7.i.

b. Where tasks are performed indoors or in an enclosed area, exhaust ventilation shall be provided as needed to minimize the accumulation of visible airborne dust. If the dust is exhausted inside the building or in an area outside the building where building occupants or the general public may be exposed, the system must incorporate HEPA-filtration. If the building ventilation system provides air to an area where "restricted work" is being performed, the building air returns shall be blanked or closed while such work is in progress.

c. A "Temporary Restricted Area" must be established where tasks performed in accordance with Table 1 of 29 CFR 1926.1153 require that respiratory protection be used, or where tasks are performed that are not listed in Table 1, and where no historic or objective data exists to document exposures will be below the action level.

d. Temporary Restricted Areas must be designated with signs, barriers, or other effective means that will ensure unauthorized persons do not enter. If such work is performed in occupied buildings, dust barriers shall be installed as necessary to isolate the restricted area.

9. Pre-Construction Conference - Prior to the start of any work, the TPOC will schedule and conduct a "Pre-Construction Conference". The Contractor's Project Manager and Quality Control Personnel 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 TPOC to outline the procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government's administration and inspection of contract work or obtain other pertinent information that might be required. At the Pre-Construction conference the Contractor shall provide the name of the project superintendent with a telephone number for project coordination.

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

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

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

iii. Accident Prevention Plan and Activity Hazard Analysis

iv. Accident Reporting (ENG Form 3394)

v. Safety Data Sheet (SDS) requirements

i. Spill response plan for petroleum, oils and lubricants and other hazardous materials.

vi. Contractor's Equipment

vii. Correspondence, Communication, Security and Administrative Procedures.

viii. Invoice and payment.

10. 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.

11. 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.

12. Flooding - Surry Mountain Lake is a flood control project, and the work area outlined in this contract is subject to becoming inundated during periods of excessive rainfall. If such an event should occur, in-progress work shall immediately cease, and all equipment, materials, and personnel will be vacated from the area within twenty-four (24) hours' notice by the TPOC. When flooding ends and waters recede, the TPOC will notify the Contractor as areas reopen and work may resume.

13. Payment - After final inspection and acceptance by the Government, the Contractor must submit an invoice to the TPOC. The invoice shall include the invoice date, contract number, dates of service, 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 thirty (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 Road Keene, NH 03431 Or Emailed to scott.s.bockus@usace.army.mil & christie.l.baker@usace.army.mil

II. Technical Requirements:

Part 1 General:

1. Summary - Furnish all labor, materials, and equipment necessary to perform the following work:

a. Demolition, hauling, and disposal of one (1) beach restroom facility and associated septic system. Demolition includes the concrete foundation, concrete slab and affiliated walkways, ramps, and railings. Concrete foundation shall be removed to six inches (6") below grade and the remaining footing left in place. Provide safety barrier between work areas and park recreational users. Demolition material shall be recycled to the greatest extent possible.

b. Demolition, hauling, and disposal of one (1) change house facility including the concrete foundation, concrete slab and affiliated walkways, ramps, and railings. Concrete foundation shall be removed to 6" below grade and the remaining footing left in place. Provide safety barrier between work areas and park recreational users. Demolition material shall be recycled to the greatest extent possible.

c. Construct a six-inch (6") thick ten feet (10') long by six feet (6') wide concrete walkway.

d. Construct a six-inch (6") thick by twenty-one foot (21') wide by eighteen foot (18') long concrete pad.

e. Install new water utility hook up using existing water utilities.

f. Restore area with topsoil and seed. Minimum depth of topsoil shall be six inches (6") and shall be used to fill all voids associated with slab removal.

g. Abandonment of the existing septic systems serving the facilities in accordance with New Hampshire Code Of Administrative Rules, Chapter Env- Wq 1000 Subdivisions; Individual Sewage Disposal Systems, to include:

i. Pumping the septic tanks, removing the castings and the top of tanks, crushing the bottom, and filling each tank with clean sand

ii. Abandoning leach fields in place

2. Construction Limits and Protection - Do not disturb areas beyond the extent indicated or necessary for demolition. Protect trees adjacent to the project sites which may be damaged during demolition. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

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

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 response plan for petroleum, oils and lubricants and other hazardous materials.

vi. Demolition Plan

vii. Lead Compliance Plan

viii. Silica Compliance Plan

ix. Waste Management Plan

x. First-Aid, CPR Certifications

xi. Product Data provided upon TPOC request

1) Septic tanks backfill and pipe sand material

2) Topsoil

3) Seed

4) Fertilizer

5) Gravel Material

6) Concrete

7) Water Utility Hookup

xii. Material Certification

1) Topsoil: for pH, particle size, chemical analysis, and mechanical analysis

b. Additional submittals: Submitted at completion of work and before final payment.

i. Recorded amounts and waybills of proper disposal or recycling of construction debris shall be provided to the TPOC.

ii. Receipt from septic pumping shall be provided to the TPOC.

4. References - All work shall be in conformance with:

a. National Fire Protection Association (NFPA)

i. NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

b. The State Of New Hampshire, Department Of Transportation (NHDOT)

i. State Specifications (2016) Standard Specifications for Road and Bridge Construction.

c. New Hampshire Code Of Administrative Rules, Chapter Env-Wq 1000 Subdivisions; Individual Sewage Disposal Systems

d. Other appropriate federal, state, and local codes for such an installation

5. Demolition Plan

a. Prepare a Demolition Plan and submit proposed demolition and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations.

6. Existing Conditions -

a. Surry Mountain Lake Beach Restroom: The Surry Mountain Lake Beach Restroom building and septic system were constructed in 1976 and renovated in 1994. The Beach Restroom Building is approximately three hundred eighty-four (384) square feet, is a partial concrete masonry unit (CMU) wall and wood structure on a concrete slab, exterior wood batten, interior open stud frame, asphalt shingles and is unheated. There is water running to the facility but no electric or mechanical equipment. The exact location and orientation of the water source to the restroom is unknown.

Approximate locations of water lines are shown in Map 2, "Surry Mountain Lake Water System" in Appendix A. Associated septic system consists of a five thousand (5,000) gallon septic tank and a thirty foot by seventy foot (30' by 70') in ground leach field. A drop sewer manhole is located adjacent to the building.

b. Surry Mountain Lake Change House: The Surry Mountain Lake Beach Change House building was constructed in 1976. The Change House is approximately four hundred (400) square feet, is a partial CMU wall and wood structure on a concrete slab, exterior wood batten, interior open stud frame, asphalt shingles and is unheated. There are no utilities running to the facility.

c. Surveys:

i. An Asbestos Containing Material (ACM) assessment was conducted on all the facilities in 2015 by Absolute Resource Associates, Portsmouth, NH.

The final report indicated ACM was not detected in the Beach Restroom or the Change House. The final report and additional information may be furnished upon request.

ii. A Lead-Containing Paint (LCP) survey was conducted on all facilities in 2016-17 by Mabbett & Associates, Inc., Bedford, MA. The final report indicated LCP was detected in Surry Mountain Lake Beach Restroom and Surry Mountain Lake Change House privacy fence brackets. Additional information is attached in Appendix D.

d. Additional Utility Information: Water and power utilities will be shut off to the entire park when the demolition service occurs. If the Contractor encounters wires, the wires are to be "capped" with waterproof wire nuts, coiled, placed on the ground, and marked to be identified.

7. 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.

8. 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 TPOC. All waste material will be disposed of offsite in accordance with all federal, state, and local regulations.

The Contractor shall clean the project site on a daily basis to prevent the accumulation of waste materials and rubbish resulting from construction activities. The Contractor shall transport all solid waste off of the project site and dispose of it in compliance with federal, state and local requirements for solid waste disposal. Upon completion of the construction work, the project site shall be returned to its pre-construction condition.

A Waste Management Plan shall be submitted within twenty-one (21) days after Notice to Proceed. The plan shall demonstrate how the project waste diversion goal shall be met and shall include the following:

a. Name of individuals on the Contractor's staff responsible for waste prevention and management.

b. Description of the specific approaches to be used in recycling/reuse of the various materials generated, including the areas on site and equipment to be used for processing, sorting, and temporary storage of wastes.

c. Characterization, including estimated types and quantities, of the waste to be generated.

d. Name of landfill and/or incinerator to be used.

Note: Identification of materials that cannot be recycled/reused with an explanation or justification, to be approved by the TPOC.

9. 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. Storage, fueling and lubrication of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spills and evaporation. Storage and usage of lubricants and daily fueling of machinery and equipment shall occur at least fifty feet (50') from any drainage inlets, water bodies (rivers, streams, and lakes), environmentally sensitive areas (wetlands and vernal pools). Contractor will take necessary steps to ensure all federal, state, and local environmental regulatory requirements are met.

10. Sustainability & Environmentally Preferred Products - Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials and recommends practices for buying these products.

Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program for a complete list of designated products and the associated recommended contents levels. Offerors must be able to demonstrate that each offered 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.

11. 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.

12. Government Resources - The Government will not supply any electricity for the work. The Contractor shall supply their own means of communication (telephone). There is not a restroom available at the contract site, and there is no access to potable water at the contract site. The Contractor would have to provide these resources or have an acceptable alternative plan for these resources.

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

14. 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 TPOC may require the Contractor to immediately remove from the work site any employee of the Contractor or subcontractor, who, in the opinion of the TPOC, 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.

15. Omissions - This contract may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state, or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable product.

16. 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.

17. 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 TPOC prior to installation.

1. Topsoil -

a. Topsoil shall be as defined in ASTM D5268. When available, the topsoil shall be the existing surface soil stripped and stockpiled onsite in accordance with this scope of work. When additional topsoil is required beyond the available topsoil from the stripping operation, topsoil shall be delivered and amended as recommended by the soil test for the seed specified. Topsoil shall be well-drained, natural, friable, and be free from subsoil, slag, cinders, stones, lumps of soil, sticks, brush, roots, trash or other material over a minimum 1-1/2 inch diameter. Topsoil shall be free from viable plants and plant parts, and other material detrimental to plant growth. The loam shall have an acidity range of 5.5 pH to 7.6 pH. Total organic matter shall be between five (5) and ten (10) percent based on loss on ignition. Delivered topsoil shall be amended as recommended by the soil test.

b. Submittal Requirement: For pH, particle size, chemical analysis, and mechanical analysis

2. Seed -

a. Permanent Seed Classification:

State-approved seed of the latest season's crop shall be provided in original sealed packages bearing the producer's guaranteed analysis for percentages of mixture, purity, germination, hard seed, weed seed content, and inert material. Seed mixture shall meet the requirements of the New Hampshire Agricultural and Vegetable Seeds Law and shall include no "primary noxious weed seeds".

b. Permanent Seed Mixtures: The seed mixture shall conform to Table 644-1 of the State Specifications "Park seed Type 15", as follows:

Seed Minimum Minimum Pounds/Acre Type Purity, % Germination (%) (Total 120 lbs)

Creeping Red Fescue 96 85 40 Perennial Ryegrass 98 90 50

Kentucky Bluegrass 97 85 25 Redtop 95 80 5

c. Quality: Weed seed shall not exceed 1 percent by weight of the total mixture. Wet, moldy, or otherwise damaged seed shall be rejected.

d. Temporary Seed: The temporary seed for erosion control shall be Annual Ryegrass seed, containing at least 85 percent pure live seed.

e. Seed Mixing: The mixing of seed may be done by the seed supplier prior to delivery, or, if performed in the field, shall be performed in the presence of the TPOC.

f. Substitutions will not be allowed without written request and approval by the TPOC.

g. Submittal Requirement: For mixture, percent pure live seed, minimum percent germination and hard seed, maximum percent weed seed content, date tested, and state certification.

3. Mulch -

a. Mulch shall be free from weeds, mold, and other deleterious materials.

b. Wood cellulose fiber shall not contain any growth or germination-inhibiting factors and shall be dyed an appropriate color to facilitate visual metering during application. Composition on air-dry weight basis: nine (9) to fifteen (15) percent moisture, pH range from 4.5 to 6.0.

4. Septic Tank Backfill Material and Pipe Sand-

a. Granular backfill sand/pipe sand shall consist of primarily of particles with one hundred (100) percent passing the three inch (3") sieve and seventy

(70) to one hundred (100) percent passing the No. 4 sieve.

b. Alternatively, the Contractor may use sand meeting the requirements of ASTM C-33 concrete sand.

5. Gravel Material -

a. 3/4" crushed stone base

b. 3/4"-1" (sur pak / cer-pak / hard pack) crushed gravel

6. Concrete Pad &Walkway -

a. Six-inch (6") thick by twenty-one foot (21') wide by eighteen foot (18') long concrete pad

b. Six-inch (6") thick by six foot (6') wide by ten foot (10') long concrete walkway

c. Provide concrete conforming to the applicable requirements of ASTM C94/C94M except as otherwise specified. Concrete shall have a minimum compressive strength of four thousand (4000) psi at twenty-eight (28) days. Size of aggregate shall not exceed three quarters of an inch (3/4"). Submit copies of certified delivery tickets for all concrete used in the construction.

i. Air Content - Use concrete mixtures that have an air content by volume of concrete of five to seven percent, based on measurements made immediately after discharge from the mixer.

ii. Use concrete with a slump of three (3) inches plus or minus one (1) inch for hand placed concrete or one (1) inch plus or minus half (1/2) inch for slipformed concrete as determined in accordance with ASTM C143/C143M.

iii. Use reinforcement bars conforming to ASTM A615/A615M.

d. Concrete Curing Materials:

i. Impervious Sheet Materials:Use impervious sheet materials conforming to ASTM C171, type optional, except that polyethylene film, if used, shall be white opaque.

ii. Use burlap conforming to AASHTO M 182. 2.2.3

iii. Use white pigmented membrane-forming curing compound conforming to ASTM C309, Type 2.

e. Form Work:

i. Design and construct form work to ensure that the finished concrete will conform accurately to the indicated dimensions, lines, and elevations, and within the tolerances specified. Use forms that are straight and of sufficient strength to resist springing during depositing and consolidating concrete.

7. Water Utility Hookup-

a. Three quarter inch (3/4") High Density Polyethylene (HDPE) pipe that meets ASTM D3035

b. Cast iron, freeze resistant water hydrant with self-closing lever handle with inner supply assembly consisting of solid-brass castings that shall conform to ASTM standards B61 and B62. Valve shall be operated by lever handle spring-loaded for closure. Stock, top and base shall be fabricated of heavy-one-piece iron castings finished with a heavy grade of oil-based enamel. Lead free castings shall be used in all waterways. Nozzle shall be solid brass casting and threaded for three quarter inch 3/4" hose connection.

c. Three quarter inch (3/4") bronze backflow preventer.

Part 3 Execution:

1. Demolition -

a. Demolish, haul and properly dispose of one (1) beach area restroom, associated septic system and one (1) change house.

i. Demolish structures in a systematic manner from the top of the structure to the ground. Complete demolition work above each tier or floor before the supporting members on the lower level are disturbed. Demolish concrete and masonry walls in small sections. Remove structural framing members and lower to ground by means of derricks, platforms hoists, or other suitable methods as approved by the TPOC.

ii. Remove all walkways, ramps, and railings affiliated with both restroom and change house.

iii. Locate demolition equipment throughout the structure and remove materials so as to not impose excessive loads to supporting walls, floors, or framing.

iv. Remove existing concrete slabs. Strip footings to be removed to six inches (6") below surrounding grade. Aggregate may remain.