Amendment W912WJ25Q0031-0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Amendment is necessary to provide responses to questions from industry, provide a revised Statement of Work, revised Option Tasks 1 and 2, and to include an additional Option Task. *Note - All quotes shall provide a unit price and total price for Option Tasks 1, 2, and 3.

Solicitation closing has been extended until February 10, 2025 at 5:00 PM Eastern.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 30

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

16C. DATE SIGNED

BY 03-Feb-2025

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912WJ25Q0031

X 9B. DATED (SEE ITEM 11)

14-Jan-2025

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

03-Feb-2025

CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

jennifer.m.samela@usace.army.milEMAIL:978-318-8324TEL:

JENNIFER M SAMELA / ADDED BY UPASS

W912WJ25Q0031

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

REQUEST FOR INFORMATION

QUESTION 1: How do we price Option Tasks 0001 and 0002 for the abatement of the asbestos containing material (ACM) and Polychlorinated Biphenyls (PCBs) if we do not know how much material will need to be abated?

RESPONSE 1: Option 1 and 2 have been revised to include a price per cubic yard with a maximum of 20 cubic yards to be executed after the sampling has been completed and the Contractor can adequately define the quantity of material to be disposed.

QUESTION 2: Will a fall protection plan be required including a person that is onsite with OSHA fall protection certification?

RESPONSE 2: Please refer to Part I. General, Section 6 of the Statement of Work. If the awarded Contractor engages in activities that expose them or their employees to fall hazards as defined in EM 385-1-1, then a 24-Hour Competent Person in Fall Protection certification that includes a classroom and hands on portion and a Fall Protection Plan will be required to be submitted and approved prior to commencement of work on site. Additional information is included in the revised Statement of Work.

QUESTION 3: The lead test reports included classify these properties as residential. I believe these should be considered commercial and that would follow a different lead paint disposal protocol. Can you please clarify if the buildings are considered residential or commercial?

RESPONSE 3: The buildings are commercial buildings and not residential. The lead test reports that were included as attachments are to provide information to potential vendors, however, removal and disposal shall comply with all requirements of EM 385-1-1 for lead, as well all other Federal, State, and Local requirements pertaining to the disposal of lead containing items that are applicable for buildings of this nature.

QUESTION 4: Please clarify if the buildings are residential or commercial, as this affects the testing requirements and disposal requirements associated with lead waste disposal?

RESPONSE 4: The buildings are commercial not residential. Part I. General, Section 7. Lead Compliance Plan, identifies the work to be performed. Please refer to the Statement of Work for specific requirements for building components that contain lead paint. An additional option task 0003 has been included for the disposal of lead containing materials that exceeds acceptable limits. Upon the provision of test results that identify the quantity of material that is required to be disposed of that exceeds the acceptable levels for disposal of non-hazardous waste the Government may exercise the associated option task.

QUESTION 5: Per lead abatement requirements, is a MA licensed Lead Abatement Supervisor required?

RESPONSE 5: Part I. General, Section 7. Lead Compliance Plan identifies the lead compliance requirements. The awarded Contractor shall comply with the requirements as stated in this section.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

Birch Hill Dam Utility Building Rehab

FFP

Contractor shall provide all labor, materials, equipment, and transportation to complete rehabilitation work to the exterior of the Utility Building at Birch Hill Dam, Royalston, MA in accordance with the Statement of Work.

FOB: Destination

PSC CD: Y1QA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job

Birch Hill Dam Maintenance Garage Rehab

FFP

Contractor shall provide all labor, materials, equipment, and transportation to complete rehabilitation work to the exterior of the Maintenance Garage at Birch Hill Dam, Royalston, MA in accordance with the Statement of Work.

FOB: Destination

PSC CD: Y1QA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003 1 Job

Birch Hill Dam Testing Asbestos & PCBs

FFP

Contractor shall provide all labor, materials, equipment, and transportation to provide testing for Asbestos Containing Materials (ACM) and Polychlorinated Biphenyls (PCBs) on the exterior of the Utility Building and Maintenance Garage at Birch Hill Dam, Royalston, MA in accordance with the Statement of Work.

FOB: Destination

PSC CD: Y1QA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0004 20 Each OPTION Birch Hill Dam Removal of Asbestos

FFP

(Option Task 1) Contractor shall provide all labor, materials, equipment, and transportation to remove and dispose of all Asbestos Containing Material (ACM) if absestos is present on the exterior of the Utility Building and Maintenance Garage at Birch Hill Dam, Royalston, MA in accordance with the Statement of Work.

Provide price per cubic yard, up to 20 cubic yards. *Note - Unit price per cubic yard shall be entered as well as the total.

FOB: Destination

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0005 20 Each OPTION Birch Hill Dam Removal of PCBs

FFP

(Option Task 2) Contractor shall provide all labor, materials, equipment, and transportation to remove and dispose of all Polychlorinated Biphenyls (PCBs) if PCBs are present on the exterior of the Utility Building and Maintenance Garage at Birch Hill Dam, Royalston, MA in accordance with the Statement of Work.

Provide price per cubic yard, up to 20 cubic yards.

*Note - Unit price per cubic yard shall be entered as well as the total.

FOB: Destination

PSC CD: Y1QA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0006 20 Each OPTION Birch Hill Dam Disposal of Lead Material

FFP

(Option Task 3) Contractor shall provide additional pricing for disposal of all Lead contaminated materials as hazardous waste in accordance with the Statement of Work. Provide price per cubic yard, up to 20 cubic yards.

*Note - Unit price per cubic yard shall be entered as well as the total.

FOB: Destination

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 07-Feb-2025 05:00 PM to 10- Feb-2025 05:00 PM.

SECTION B - SUPPLIES OR SERVICES AND PRICES

CLIN 0004

The CLIN extended description has changed from:

(Optional Task 1) Contractor shall provide all labor, materials, equipment, and transportation to remove and dispose of all Asbestos Containing Material (ACM) if testing results in detectable levels of asbestos on the exterior of the Utility Building and Maintenance Garage at Birch Hill Dam, Royalston, MA in accordance with the Statement of Work.

To:

(Option Task 1) Contractor shall provide all labor, materials, equipment, and transportation to remove and dispose of all Asbestos Containing Material (ACM) if absestos is present on the exterior of the Utility Building and Maintenance Garage at Birch Hill Dam, Royalston, MA in accordance with the Statement of Work. Provide price per cubic yard, up to 20 cubic yards. *Note - Unit price per cubic yard shall be entered as well as the total.

The pricing detail quantity has increased by 19.00 from 1.00 to 20.00.

The unit of issue has changed from Job to Each.

CLIN 0005

The CLIN extended description has changed from:

(Optional Task 2) Contractor shall provide all labor, materials, equipment, and transportation to remove and dispose of all Polychlorinated Biphenyls (PCBs) if testing results in detectable levels of PCBs on the exterior of the Utility Building and Maintenance Garage at Birch Hill Dam, Royalston, MA in accordance with the Statement of Work.

To:

(Option Task 2) Contractor shall provide all labor, materials, equipment, and transportation to remove and dispose of all Polychlorinated Biphenyls (PCBs) if PCBs are present on the exterior of the Utility Building and Maintenance Garage at Birch Hill Dam, Royalston, MA in accordance with the Statement of Work. Provide price per cubic yard, up to 20 cubic yards.*Note - Unit price per cubic yard shall be entered as well as the total.

The pricing detail quantity has increased by 19.00 from 1.00 to 20.00.

The unit of issue has changed from Job to Each.

CLIN 0006 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0006 20 Each OPTION Birch Hill Dam Disposal of Lead Material

FFP

(Option Task 3) Contractor shall provide additional pricing for disposal of all Lead contaminated materials as hazardous waste in accordance with the Statement of Work. Provide price per cubic yard, up to 20 cubic yards.

*Note - Unit price per cubic yard shall be entered as well as the total.

FOB: Destination

PSC CD: Y1QA

NET AMT

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

STATEMENT OF WORK

UTILITY BUILDING AND MAINTENANCE GARAGE EXTERIOR

RENOVATE, REPAIR, REHABILITATE

U.S. ARMY CORPS OF ENGINEERS

BIRCH HILL DAM

ROYALSTON, MA

STATEMENT OF WORK

REVISED

I. General

1. Scope of work

Furnish all labor, equipment, and materials necessary to renovate, repair, and rehabilitate the exterior of two buildings at the Birch Hill Dam Project. The two buildings are referred to as the Utility Building and the Maintenance Garage. Due to the age of the buildings, it is a requirement of the contract that the Contractor test the Utility Building and Maintenance Garage for asbestos containing material (ACM) and Polychlorinated Biphenyls (PCBs) only in areas impacted by the work identified in this statement of work. If ACM is identified, then the Government may exercise the optional line item 1 (Asbestos Abatement Option) to properly dispose of all material that contains ACM. If PCBs are identified, then the Government may exercise the optional line item 2 (Polychlorinated Biphenyls Disposal Option) to properly dispose of all material that contains PCBs. Another component of this rehabilitation includes proper removal and disposal of items that contain lead paint (see Lead Inspection Reports for additional information). These items are listed below.

i. Degraded vinyl siding.

ii. Clapboards, corner boards, and trim.

iii. Insulation.

iv. Garage doors and entry door casings and associated trim.

v. Window casings and associated trim.

vi. Overhead garage doors.

The Utility Building rehabilitation work includes the removal and disposal of existing exterior entry doors, existing overhead garage doors including tracks and motors, windows, degraded clapboards, rigid foam board insulation, vinyl siding, and trim on the 66 ft. x 24 ft single-story building. The Contractor shall properly install new exterior entry doors, new overhead garage doors, tracks, and motors, windows, framing, insulation, plywood sheathing, house wrap, rigid foam insulation, vinyl siding, and vinyl trim as a requirement for the exterior rehabilitation of the Utility Building.

The Maintenance Garage rehabilitation work includes removal and disposal of existing degraded framing, existing entry door, existing overhead garage doors and tracks, windows, vinyl siding, foam board insulation, and trim on the 51ft. x 25 ft. single story building. The Contractor shall install new framing, entry door, overhead garage doors with tracks, windows, house wrap, rigid foam insulation, vinyl siding, and vinyl trim as a requirement for the exterior rehabilitation of the Maintenance Garage.

All work shall be completed in accordance with the following Statement of Work, state and local building codes and completed by a licensed Contractor.

2. Locations The Utility Building is located at the Birch Hill Dam, 68 Birch Hill Dam Road in Royalston, MA, 01368.

3. Technical Point of Contact The Technical Point of Contact for this contract will be Park Ranger David Bylund. Ranger Bylund can be reached by phone at 978-551-5817 or by email at:

David.M.Bylund@usace.army.mil.

4. Site Visit It is highly recommended that the Contractor visits the project buildings prior to providing a quote to determine the amounts of asbestos containing material (ACM), Polychlorinated

Biphenyls (PCBs) and material containing lead paint to be removed, as well as staging and protection requirements. An appointment can be made by contacting the Technical Point of Contact, David Bylund. Site visits are generally scheduled between 7:00am and 3:00pm Monday through Friday.

5. Schedule All work shall be completed no later than 180 days from Notice to Proceed. Work will not be permitted before 7:00 am or after 3:30 pm, or on Saturdays, Sundays or Government holidays unless approved in advance by the Technical Point of Contact.

All preconstruction submittals shall be submitted within 21 days of notice to proceed. The Government reserves up to 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 be resubmitted to the Government in an acceptable form within 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 preconstruction submittals.

6. Safety

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(2024) 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 (APP) specific to the activities being performed. It must be written by a Competent Person (CP) using the mandatory ENG Form 6293. Special attention shall focus on the EM 385-1-1, Chapter 2.

Work shall not proceed until the APP has been reviewed by the Technical Point of Contact and deemed acceptable for use on the project. The APP shall document the specific work processes, equipment, materials to be used, hazards, and acceptable control measures. 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. Work shall not proceed until the AHA has been accepted by the Technical Point of Contact. 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. If the Level 3 SSHO is a competent person, able to identify hazards and fix them on behalf of the Contractor then the SSHO and Quality Control Officer can be one person filling the three positions.

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.

7. Lead Compliance Plan – This project involves disturbing building components that contain lead paint. Results from the Renovation, Repair, and Painting Assessment are included as an attachment to this Statement of Work. The Contractor shall review the results of the assessment and shall submit a site-specific Lead Compliance Plan to be submitted and accepted by the Technical Point of Contact prior to initiating tasks that disturb lead paint. The plan shall be developed as an appendix to the APP and describe procedures to be followed to protect Contractor and Government employees, the environment, and public from lead hazards while performing lead hazard control activities. The plan shall detail how they will follow lead safe practices to minimize the disturbance into the environment and risk to workers and shall address the following information:

i. Documentation of qualifications for Lead Competent Person. The Contractor shall have an individual on-site designated to perform the duties of the “Competent Person” as specified by OSHA 29 CFR 1926.62. The competent person shall be a person who is capable of identifying existing and predictable lead hazards in the surrounds or working conditions and has the authorization to take prompt corrective measures to eliminate them.

ii. Documentation of employee training required according to EM 385-1-1, paragraph 6-3.h, 29 CFR 1926.62(l)(1)(i), and 29 CFR 1926.62(l)(2)(ii).

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

iv. Description of means to be used to achieve exposure compliance, including any engineering controls.

v. No demolition or renovation activities may occur that increase the workers' exposure above the Action Level of 30 µg/m3, without the Contractor taking appropriate precautions for employee protection. Contractor shall fully comply with the OSHA lead standard at 29 CFR 1926.62 and submit the results of all samples to Technical Point of Contact. Employee lead exposure assessment procedures to monitor and document employee lead exposure. Exposure monitoring shall include two types:

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

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

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

vii. Administrative controls to limit employee exposure to lead to include documentation of training IAW if engineering controls, or Personal Protection Equipment (PPE) fail to eliminate exposures exceeding the Permissible Exposure Limit (PEL).

viii. Medical surveillance procedures to monitor employee exposures and proper medical clearance for respiratory protection.

ix. Perimeter or other area air monitoring outside or adjacent to the regulated area to ensure dust is minimized and appropriate controls are adequate.

x. Security required for each lead hazard control area; and

xi. Proper documentation of all waste generation, characterization, transportation, and disposal (including recordkeeping).

8. Asbestos Survey Prior to conducting any renovation activities, the Contractor shall employ or engage a MA licensed Asbestos Inspector to thoroughly inspect the Utility Building and Maintenance Garage where renovation will occur to identify the presence, location, amount and condition of any ACM or suspect ACM and prepare a written asbestos survey report.

i. The survey shall identify and assess suspect ACM located in all areas that will be breached or otherwise affected by the renovation activities, including, but not limited to the wall cavities, areas above ceilings and under/between multiple layers of flooring.

ii. The written asbestos survey report shall describe the renovation operation to be undertaken and identify the types, amounts, condition, and locations of all ACM present.

The report shall also include the date of the survey, the name, certification number and signature of the asbestos inspector who conducted the survey and prepared the report and a description of the manner used to determine the sampling locations.

iii. The survey report shall also contain an inventory of the exact locations of the ACM or suspect ACM from which samples were collected, analytical results of all samples taken, the date(s) they were taken, the name(s) of the persons who provided the asbestos analytical services, site map, diagram or written description of the facility and location(s) subject to demolition or renovation and the corresponding footage (square and/or linear) of any ACM or suspect ACM in each location.

9. Asbestos Abatement Plan

The Contractor shall review the results of the written asbestos survey report and remove and dispose of any ACM IAW 310 CMR 7.15 and 454 CMR 28.00, prior to conducting any demolition and/or renovation and remove or encapsulate any friable ACM that has been or will be exposed or created as a result of any demolition or renovation, in accordance with

310 CMR 7.15(7).

i. The Asbestos Abatement Plan shall address the following:

1) A description of each activity where asbestos will be disturbed, including OSHA class of work, equipment required, controls to be used, crew size, job responsibilities, maintenance practices, and locations keyed to project drawings.

2) The method of notification of other employers at the worksite.

3) A description of regulated areas, types of containment, decontamination unit plan, and engineering controls.

4) Air monitoring plan – Perform air sampling for personal in accordance with 29 CFR

1926.1101 and EM 385-1-1 Section 06.C. The plan shall include the number of samples to be collected, analytical method to be used, and sample turnaround time.

Submit the name, address, and telephone number of the testing laboratory selected for the analysis and reporting of airborne concentrations for asbestos fibers along with documentation of the American Industrial Hygiene Association (AIHA) accredited laboratory. Breathing zone air samples must be taken for at least 25% of the workers in each shift, or a minimum of two, whichever is greater. Air sampling must be representative of the 8-hour time weighted average (TWA) and 30-minute short term exposure of each employee. Employees must be notified of the sample results no later than 5 working days after the beginning of abatement activities. The testing laboratory must be independent of the asbestos Contractor and must have no employee or employer relationship which could constitute a conflict of interest.

5) PPE, including respirators and clothing.

6) Housekeeping procedures to prevent the spread of contamination and dust, both in and beyond the regulated area.

7) Hygiene facilities and practices; Medical surveillance, as required as required by 29

CFR 1926.1101, to assess exposure and to monitor employee fitness to perform work tasks while wearing PPE (to include respiratory protection devices).

8) Waste generation, containerization, transportation, and disposal IAW 310 CMR 7.15 (including recordkeeping); and

9) Security, fire, and medical emergency response procedures.

All persons who perform the functions of Asbestos Workers, Asbestos Supervisors, or Asbestos Contractors must be licensed in the State of Massachusetts and possess current training certifications in the discipline authorized IAW 454 CMR 28.08.

10. PCB Sampling Plan Any potential suspect material that will be removed and contains 50 ppm or greater is regulated for disposal under the Toxic Substances Control Act (TSCA). Outline the areas requiring corrective action and prioritize contaminated building materials for removal based on their concentration levels and potential accessibility. The bulk solid sample (caulking, paint, etc.) should be removed directly from the suspect area, ensuring no other adjacent materials are included in the final analysis results. Analysis for the bulk sample shall be SW846 8082 unless otherwise recommended by the analytical laboratory.

The report should also outline the following:

a. Site and location of the sample extraction.

b. Date on each page.

c. Exact times of sampling events or visual observations.

d. Types of samples collected and sample identification numbers.

e. Number of samples collected.

f. Specific description of sample locations.

g. Description of sampling methods.

h. Field observations.

i. Name of all field personnel.

Fall Protection (if applicable)

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

b. Submittals: A site-specific Fall Protection and Prevention Plan is required to be submitted and accepted by the TPOC prior to any work being completed at heights.

USACE will provide a non-mandatory, fillable template plan. However, the contractor is permitted to submit their own plan, at a minimum it must address the items listed in EM 385-1-1, Section 21.D.01:

i. Duties and responsibilities. Identify CPs and QPs and their responsibilities and qualifications;

ii. Description of the project or task performed;

iii. Training requirements to include safe use of fall protection equipment;

iv. Anticipated hazards and fall hazard prevention and control;

v. Location of anticipated anchorages that will be installed during the project;

vi. Rescue plan and procedures;

vii. Design of anchorages/fall arrest and horizontal lifeline systems:

viii. Inspection, maintenance and storage of fall protection equipment;

ix. Incident investigation procedures;

x. Evaluation of program effectiveness;

xi. Inspection and oversight methods employed

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

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

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

ii. Be trained in accordance with EM 385-1-1, Section 21.C.04, to include a minimum of 24 hour CP in fall protection training made up of classroom and practical hands-on components.

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

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

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

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

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

EM 385-1-1.

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

i. Be trained to the applicable level, as described in EM 385-1-1, Section 21.C.03;

ii. Provide technical support for the fall protection program;

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

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

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

NOTE: CPs may only approve non-certified anchorages that are capable of holding 5000 lbs. All other anchorages and horizontal lifelines must be certified by a QP.

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

i. Be trained by a CP in accordance with EM 385-1-1, Section 21.C.05, to include hands-on training and practical demonstrations

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

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

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

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

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

vii. Understand the site-specific rescue procedures;

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

i. Full body harnesses shall meet the requirements of ANSI Z359 and be used in accordance with EM 385-1-1, Section 21.I.06. Body belts and full body harnesses meeting only the requirements of the ANSI A10.14 shall not be used. All full body harnesses shall be equipped with Suspension Trauma Preventers such as stirrups, relief steps, or similar in order to provide short-term relief from the effects of orthostatic intolerance.

ii. All energy free fall energy absorbing lanyards shall meet the requirements of ANSI Z359.13 and be used in accordance with EM 385-1-1, Section 21.I.07.

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

Self-Retracting Devices (SRDs) shall meet the requirements of the ANSI/ASSE Z359.14 standard and be used in accordance with EM 385-1-1, Section 21.I.07.d

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

11. Preconstruction Conference Prior to the start of any construction, the Technical Point of Contact will schedule and conduct a “Preconstruction Conference.” The Contractor’s Project Manager and Quality Control Personnel will be physically present to attend this meeting. The Contractor shall directly oversee all construction 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 construction shall 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 construction or obtain other pertinent information that might be required. At the Preconstruction Conference the Contractor shall provide the name of the Project Manager and Quality Control Personnel with telephone numbers for project coordination.

The following is a general list of items for discussion during this Preconstruction Conference:

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

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

c. Accident Prevention Plan

d. Activity Hazard Analysis

e. Safety Meetings (Documented on NED Form 251)

f. Accident Reporting (ENG Form 3394)

g. Safety Data Sheet (SDS) requirements

h. Correspondence, Communication and Administrative Procedures.

i. Invoice and payment.

12. 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.

13. Security The Contractor will comply with all established security policies at Birch Hill Dam. Due to periods of heightened security that may affect the access to the areas covered under this contract, areas may be subject to periodic closures, which in turn may reduce or inhibit the Contractor’s ability to access certain areas. During periods of heightened security, the Government reserves the right, at any time, to close any property or portion of property and reschedule and/or cancel any subsequent work in an area. The Contractor shall be given at least 24-hour notice of any such closure.

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 all CFR 36 Rules and Regulations, 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.

c. 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.

d. 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.

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

All invoices may be mailed to:

U.S. Army Corps of Engineers Tully Lake Dam 2 Athol-Richmond Road Royalston, MA 01368 or Emailed to David.M.Bylund@usace.army.mil

II. Technical Part 1 General:

Existing Conditions:

1. Utility Building The building is a residential-style single-story building that is approximately 66 ft. x 24 ft. It is not known when the existing siding was replaced, however its age is estimated to be twenty-five (25) years or older. The existing siding and rigid foam insulation underneath the siding were installed over the original clapboards of the building. Conducted surveys have identified the paint on the original entry door casings, window casings/sashes, clapboard siding and associated trim to be contaminated with lead. The Contractor shall remove the clapboard siding, entry doors, windows, and associated trim and properly dispose of all materials in accordance with MA state law. The East side entry door will be removed, framed, sealed, and sided over (See Informational Photo #2). There are electrical attachments that will need to be removed and reinstalled. This will be the responsibility of the Contractor. (See Informational Photo #2 and #4) The Contractor should anticipate that a one (1) week period without power and utilities is acceptable for each building. The Government is willing to discuss if longer periods are required. All discussions should be with the Technical Point of Contact on when utilities will be disconnected and expected to be reconnected.

2. Maintenance Garage The maintenance garage is approximately 51 ft x 25 ft. The approximate heights of the maintenance garage are 18 ft. from peak to grade in front, 20 ft. in the rear, and 11.5 ft. on the sides from soffit to grade. The Government does not have As-Built drawings for this building. It is not known when the existing siding was replaced, however its age is estimated to be twenty-five (25) years or older. The conducted surveys have identified lead paint to exist on the upper trim of the building. Unlike the Utility Building no clapboard siding exists under the current siding. The current condition of the siding and windows is in poor condition and needs replacing. A damaged section of framing located in between the two overhead bay doors needs replacing (See Informational Photo # 9).

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 21 days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall resubmit to the Government in acceptable form within 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 Technical Point of Contact for review and accepted by the Government.

a. Preconstruction Submittals: Submitted within 21 days of notice to proceed. Submittals must be accepted before the commencement of any field work.

i. ENG Form 6293 (Accident Prevention Plan Worksheet)

ii. Activity Hazard Analysis

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

iv. Contractor’s licenses and qualifications

v. Manufacturer’s Product Documentation for vinyl siding and trim (installation instructions, warranty, etc.)

vi. Manufacturer’s Product Documentation for vinyl replacement windows and doors

(entry and overhead garage doors) (installation instructions, warranty, etc.)

b. Other Submittals:

i. Recorded amounts and receipt of proper disposal of existing material and equipment shall be provided to Technical Point of Contact. (Submitted at completion of work and before final payment.)

ii. Asbestos Abatement Plan (AAP): Prior to start of demolition work.

iii. Lead Compliance Plan (LCP): Prior to start of demolition work.

iv. PCB Sampling Plan: Prior to start of demolition work.

v. Fall Protection Plan (if applicable)

vi. Certificate of completion of 24-Hour Competent Person in Fall Protection (if applicable)

4. Clean Up The Contractor shall practice good housekeeping to maintain a safe job site. The Contractor shall keep the work area, including any storage areas, free from the 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. Upon completion of work, the Contractor shall clean up the job site to the satisfaction of the Government.

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

5. Government Resources The Contractor is responsible for providing all materials to complete the project. Unless specified in the contract, the Government will not provide any equipment, telephone services or other resources. The Contractor may use the restroom at the office but must proceed directly to and from the restroom. The Government will supply any electricity necessary for the project work from points of existing outlets when available. The Contractor shall carefully conserve the use of electricity provided.

6. Environmental Protection Contractor shall ensure all Federal, State, and local environmental regulatory requirements are met.

7. Sustainability 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.

As required in clause 52.223-15 Energy Efficiency in Energy-Consuming Products, https://www.acquisition.gov/sites/default/files/current/far/html/52_223_226.html#wp119432 3 the Contractor shall only provide products that earn the ENERGY STAR label and meet ENERGY STAR specifications for energy efficiency. The Contractor is encouraged to visit http://www.energystar.gov for complete product specifications and updated lists of qualifying products.

8. Omissions This contract may not cover all specified activities, steps, and procedures required to supply the contract product.