Solicitation_W912WJ24Q0180.pdf

SEE ADDENDUM

(No Collect Calls)

W912WJ24Q0180 28-Aug-2024

b. TELEPHONE NUMBER

9783188255

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 09 Sep 2024

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA X ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912WJ9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

ANN M ADLEY

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

1 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.X

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 16. ADMINISTERED BY

SEE SCHEDULE

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

FAX:

TEL: 978-318-8159 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$16,500,000

NAICS:

561990

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF66

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W912WJ24Q0180

Section SF 1449 - CONTINUATION SHEET

INSTRUCTIONS TO VENDORS

QUESTIONS REGARDING SOLICITATIONS:

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

a. Name: Ann Murphy Adley

b. Phone: 978-318-8255

c. Email: Ann.M.Adley@usace.army.mil

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

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. If dates/times 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.

2. 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.

SYSTEM FOR AWARD MANAGEMENT (SAM) REGISTRATIONS:

1. In accordance with FAR Clause 52.204-7:

a. Vendors are REQUIRED to be registered in SAM when submitting a quotation and shall continue to be registered until time of award, during performance, and through final payment.

b. “Registered” in SAM means that the Government has marked the record “Active”.

2. The Government will deem quotes non-responsive from vendors that do not have an active SAM at the time of quote submission.

Provide Unique Entity Identifier (UEI): ___________________________

Provide CAGE code: ____________________________

SUBMITTALS:

1. Submittals (Accident Prevention Plan, Activity Hazard Analyses, Products, etc.) and

Certifications/Licenses (10-hour OSHA, 30-hour OSHA, Competent Person in Fall Protection, Electrician’s License, etc.) that are specified in the scope as required by this solicitation are not to be submitted with a quote. The awarded Contractor will be required to provide all submittals and certifications within the time stated in the solicitation and resultant contract. Failure to do so may result in termination.

BASIS OF AWARD:

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

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

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.

BID SCHEDULE

BEACH RESTROOM AND SEPTIC DEMOLITION

U.S. ARMY CORPS OF ENGINEERS

OTTER BROOK LAKE

KEENE, NH

PERFORMANCE WORK STATEMENT

Bid Schedule

ITEM NUMBER UNIT TOTAL

1. Otter Brook Lake Demolition of

Beach Restroom

2. Otter Brook Lake Demolition of Septic System abandonment

Job

Job

Total

BEACH RESTROOM AND SEPTIC DEMOLITION

U.S. ARMY CORPS OF ENGINEERS

OTTER BROOK LAKE

KEENE, NH

I. General:

1. Scope – Furnish all labor, materials, and equipment necessary for demolition, hauling and proper disposal of one (1) beach area restroom and associated septic system at Otter Brook Lake. See Part II, Technical Requirements for more information. All work shall be completed in accordance with the following Performance Work Statement

2. Location –

a. The Otter Brook Lake Project office is located at 480 Branch Road, Keene, NH 03431.

The location of the beach area restroom is at the northerly end of the lake and accessible off of NH Route 9 (66 Route 9, Keene, NH)

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

4. Schedule – The work shall be completed 180 days from contract award. 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. The Pre- Work Conference shall be completed with fourteen (14) days of contract award.

All pre-work submittals shall be submitted within twenty-one (21) days of contract award.

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-work 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. 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.

7. Contractor’s Personnel –

a. Minimum Personnel Requirements: The Contractor shall provide an adequate number of fully qualified personnel to perform the specified service 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.

8. Pre-Work Conference – Prior to the start of any work, the Technical Point of Contact will schedule and conduct a “Pre-Work 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-Work 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 (Submitted & accepted prior to start of work on site)

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.

9. 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.

10. Security – The contractor will comply with all established security policies at Otter Brook 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 service. The Contractor shall be given at least 24-hours’ notice of any such closure.

11. Flooding – Otter Brook 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 24 hours’ notice by the TPOC.

12. Sanitary Facilities - In accordance with Chapter 35-8 of EM 385-1-1, Contractor must provide, maintain, and make available to all workers provisions for sanitation. Maintain these provisions at all times without nuisance. Upon completion of the work, all sanitary provisions and facilities shall be removed from the premises by the Contractor, leaving the premises clean and free from nuisance.

a. In accordance with Chapter 35-8 of EM 385-1-1, Contractor must provide, maintain, and make available to all workers an adequate supply of potable water for both drinking and personal cleansing. During hot weather, provide cool drinking water.

b. In accordance with Chapter 35-8 of EM 385-1-1, Contractor must provide, maintain, and make available to all workers adequate minimum field-type portable toilets. Portable toilets shall be properly secluded from public observation in such a manner as required or approved by the Contracting Officer. Periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility.

Include provisions for pest control and elimination of odors. Any penalties and/or fines associated with improper discharge of wastewater shall be the responsibility of the Contractor. Government toilet facilities will not be provided.

13. Payment – After final inspection and acceptance by the Government, the Contractor must submit an invoice to the Technical Point of Contact or to the address and emails listed below.

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 30 days the contractor may request multiple payments.

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 for demolition, hauling and proper disposal of one (1) beach area restroom and associated septic system at Otter Brook Lake.

The scope of work for this contract includes:

a. Demolition, hauling, and disposal of one (1) beach restroom facility including the concrete slab and affiliated walkways, ramps, and railings. Concrete footings 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.

b. Disconnect and abandon existing water utilities.

c. Restore area with topsoil and seed. Minimum depth of topsoil shall be 6” and shall be used to fill all voids associated with slab removal.

d. 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. Additional Information - Do not begin demolition until authorization is received from the

TPOC. The work of this section is to be performed in a manner that maximizes recycling of materials. Work includes demolition and removal, resulting in rubbish and debris. Store materials that cannot be removed daily in areas specified by the TPOC. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Chapter 17, Demolition, and other applicable Sections.

3. Construction Limits and Protection - Do not disturb areas beyond the extent indicated or necessary for demolition. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. 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 snow, dust, dirt, and debris from work areas daily.

4. Utility Service - Maintain existing utilities indicated to stay in service and protect against damage during demolition operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor.

5. Burning - The use of burning at the project site for the disposal of refuse and debris will not be permitted.

6. Submittals – Although the Government reviews submissions required by this Performance Work Statement, 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-work: Submitted within twenty-one (21) days of contract award. Submittals must be accepted prior to the commencement of any field work activities.

i. Project Schedule

ii. Accident Prevention Plan (ENG Form 6293)

iii. Activity Hazard Analysis

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

v. CPR & First Aid Certification

vi. Work Plan – (The Contractor shall submit a written Work Plan describing the methods and equipment required to accomplish the work)

vii. Site-Specific Energy Control Plan (Chapter 12, EM385-1-1)

viii. Demolition Plan

ix. Silica Compliance Plan

x. Waste Management Plan

xi. Product Data:

o Septic tank backfill material o Topsoil o Seed o Fertilizer

xii. Material Certification:

o Topsoil: for pH, particle size, chemical analysis, and mechanical analysis.

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

Recorded amounts and waybills of proper disposal or recycling of construction debris shall be provided to the Technical Point of Contact.

7. 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 OFTRANSPORTATION (NHD

OT)

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

Construction.

ii. NEW HAMPSHIRE CODE OF ADMINISTRATIVE RULES, CHAPTER Env-Wq

1000 SUBDIVISIONS; INDIVIDUAL SEWAGE DISPOSAL SYSTEMS

8. Definitions:

a. Demolition: is the process of wrecking or taking out any load-supporting structural member of a facility together with any related handling and disposal operations.

Demolition also includes civil site demolition.

b. Demolition Plan: is the planned steps and processes for managing demolition activities and identifying the required sequencing activities and disposal mechanisms.

9. Demolition Plan 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. Coordinate with Waste Management Plan in accordance with Statement of work Section II, Part 1, 13 Clean up and Waste Disposal.

10. Existing Conditions-

a. Otter Brook Lake Beach Restroom: The Otter Brook Lake Beach Restroom building, and septic system were constructed in 1977. The Beach Restroom building is approximately 775 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 are water utilities connected to the facility but no electric or mechanical equipment. The associated septic system constructed in 1982 consists of a 5,000-gallon septic tank with a 65’ by 50’ stone and pipe leach field. A drop sewer manhole placed adjacent to the building was included in the 1982 revisions to the facility.

Refer to Map 3 for more information.

Vehicles driven over the Otter Brook Lake Entrance Route 9 bridge shall be limited to the following load restrictions:

RATING (T=TONS)

Type Max Weight

H15 18T

HS20 22T

3 22T

3S2 34T

b. 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 ACE was not detected in Otter Brook Lake Beach Restroom. 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 not detected in Otter Brook Lake Beach Restroom. The final report and additional information may be furnished upon request.

c. Additional Utility Information:

i. Water and power utilities will be shut off to the entire park when the demolition service occurs.

ii. Replacement of water valves is not necessary to shut off water and abandon the water utilities.

iii. 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.

11. Photographs –Photographs are attached for informational purposes only. The Contractor shall make their own investigations of existing conditions in the field prior to the start of work. The Contractor shall be responsible for any errors which could have been avoided by such investigations. Refer to Appendix C for photographs.

12. Contract Drawings and Informational Drawings - Contract sketches showing the location of the work to be performed under this contract are included with this document.

Informational or record drawings of the beach restroom is included. Refer to Appendix B.

13. 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.

14. 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.

The Contractor shall provide on-site containers for the collection of demolition debris, waste materials, construction debris, and rubbish. 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-work condition.

A Waste Management Plan shall be submitted within twenty-one (21) days after contract award. 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.

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

15. Environmental Protection –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.

16. 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.

17. Protection – Where pedestrian and driver safety are endangered in the area of removal work, area shall be fenced or otherwise blocked off to prevent pedestrian or vehicular traffic from entering the work area. Notify the TPOC prior to beginning such work.

18. 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.

19. Government Resources – The government will not supply any electricity necessary for the project work. The contractor shall supply his 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.

20. Damage to Government and Private Property – The contractor shall be responsible for restoring all Government facilities or structures damaged as a result of the contractor’s operation. The contractor shall also be responsible for any damage to private property or injury to any person as a result of the contractor’s operation. The contractor shall notify the TPOC immediately of damage to Government and private property and injury to any person resulting from the contractor’s operation. Also, the Contractor shall notify the TPOC of damage to Government facilities due to vandalism or other causes on the day such damage is first noticed. Trucks and/or trailers will be driven on existing roads only and not across or through park areas to facilities. Flowers currently exist around Otter Brook Lake’s Beach Restroom. The Government may remove the flowers, however, if they are not removed, then the Contractor is not responsible for their removal and the Government understands and accepts that they may be destroyed. The Contractor shall restore landscape features that are not directly around buildings to be demolished (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.

21. 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.

22. 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.

23. 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. 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 5 and 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 Government.

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

Government.

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. Straw shall be stalks from oats, wheat, rye, barley, or rice furnished in air-dry condition and with a consistency for placing with commercial mulch-blowing equipment.

c. Hay shall be native hay, sudan-grass hay, broomsedge hay, or other herbaceous mowings furnished in an air-dry condition suitable for placing with commercial mulch-blowing equipment.

d. 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: 9 to 15 percent moisture, pH range from 4.5 to 6.0.

4. Septic Tank Backfill Material -

a. Granular backfill sand shall consist of primarily of particles with 100 percent passing the 3” sieve and 70 to 100 percent passing the No. 4 sieve.

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

Part 3 Execution:

1. Existing Facilities to be Removed -

a. Remove existing structure indicated to be removed.

b. Demolish structure 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. Remove all walkways, ramps, and railings affiliated with the restroom.

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

2. Utilities and Related Equipment -

a. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition work until all utility disconnections have been made. Disconnect existing water utilities below surrounding grade and abandon.

b. Remove existing utilities, as indicated, and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the TPOC. If utility lines are encountered but are not indicated on the drawings, notify the TPOC prior to further work in that area.

3. Slab -

a. Remove concrete slab. Strip footings to be removed to 6” below surrounding grade.

Aggregate base may remain. Demolished concrete shall be removed from the project at Contractor's expense.

4. Septic Tank -

a. Pump septic tank contents using a New Hampshire licensed septage pumper and hauler.

b. Remove tank frames and covers. Strip topsoil from the top of the tank and stockpile.

Locate topsoil so that the material can be used readily for the finished grading.

c. Remove top slab of tank. Demolished concrete shall be made suitable for hauling and disposal and shall be removed from the project at the Contractor’s expense.

d. Crush bottom of tank to allow for groundwater and surface water to pass through.

e. Backfill tank with septic tank backfill material in 12” lifts. Compact each lift prior to placement of the next lift. Compaction shall be accomplished by mechanical means using vibrating plate tamper, roller, or equivalent. Each lift shall receive four passes of mechanical compaction prior to placement of next lift. Consolidation by water settling methods such as jetting or flooding is prohibited.

f. The Government is not requiring the sewer lines to be disconnected and capped since the septic will be pumped and the tank will be abandoned.

5. Drop Sewer Manhole - Remove frame and cover from existing drop sewer manhole adjacent to the restroom, crush manhole bottom and fill with septic tank backfill material.

Provide topsoil and seed over remaining structure.

6. Miscellaneous Metal - Scrap metal shall become the Contractor's property. Recycle scrap metal as part of demolition operations. Provide separate containers to collect scrap metal and transport to a scrap metal collection or recycling facility, in accordance with the Waste Management Plan

7. Title to Materials - Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, shall become the property of the Contractor and shall be removed from Government property. Showing for sale or selling materials and equipment on site is prohibited.

8. Regulation of Removed Materials – Dispose of debris, rubbish, scrap, and other non-salvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified in the Waste Management Plan. Storage of removed materials on the project site is prohibited.

9. Removal from Government Property - Transport waste materials removed from demolished structures from Government property for legal disposal.

10. Placing Topsoil -

a. The areas on which topsoil is to be placed shall have been roughly graded to a reasonably true surface to match existing elevations and slopes. Topsoil shall then be spread and shaped to an even thickness matching the existing concrete slab thickness. The thickness of topsoil specified to be placed is that required after settlement and compaction of the material has taken place. Sufficient loam shall be placed and grading and shaping of topsoil shall be such as to allow for the settlement. All stones, roots, sod, weeds and other undesirable material shall be removed. After shaping and grading, all trucks and other equipment shall be excluded from topsoiled areas. Topsoil shall be compacted with a "cultipacker", roller, or approved equivalent equipment weighing 100 to 160 pounds per lineal foot of roller width. Do not spread topsoil when frozen or excessively wet or dry.

Grade flush with roads and parking areas.

a. During the hauling and spreading operations, the Contractor shall exercise care so that no topsoil is spilled, spread or dumped on the pavement. Any topsoil accidentally spilled or deposited on roads and parking areas shall be immediately removed therefrom.

b. The Contractor shall suspend the placement of topsoil during unsuitable weather conditions. The Contractor shall, unless written permission for this procedure has been given by the Government, complete the placing of all topsoil available on the project before proceeding to obtain topsoil from outside sources.