Attachment 1 -Performance Work Statement.pdf

U.S. Army Corps of Engineers Resource Manager’s Office Roof Replacement

Berlin Lake 2030 Bonner Road Deerfield, OH 16148-7308

1. GENERAL REQUIREMENTS

1.1 GENERAL

The project is located at Berlin Lake in Deerfield, Ohio. The work includes a Roof Replacement on the Resource Manager’s Office and the Maintenance building roof.

In general, the tasks required in the performance of this contract include: The contractor shall replace the shingle roof, ridge vents, gutters, and downspouts on the Resource Manager’s Office and the Maintenance building. Details of the Berlin Resource Managers (RMO) building construction are shown in Attachment 2 – Reference Drawings and Roof Plan and details for the Maintenance building construction are shown in Attachment 2a – Reference Maintenance building Location. Representative photos of the Berlin Resource Managers roof and Maintenance building are shown in Attachment 3 – Reference Photos. The work shall include removal and disposal of all roofing materials over the entire roof, including all flashing, pipe boots, drip edges, shingles and roof felt, and replacement with new roofing underlayment, ice barrier and shingles, new roof ridge vent, new pipe boots, new louvered attic vents, and new flashing around all roof penetrations, as well as removal and reinstallation of the lightning protection system on the dwelling. Gutters and downspouts on all the eaves shall be removed and replaced with new aluminum seamless gutters and downspouts. All material provided in the performance of this contract shall be unused and meet the requirements of the specifications.

This two-story, Minimal Traditional-style brick house was built in 1945 in Berlin, Ohio. The design is characterized by its simple, functional form, a moderate gable roof with minimal overhangs, and a sturdy, square silhouette. Typical of the era, the home has a solid red or red-orange brick facade and a modest front entrance, and a single car attached garage. This style of home reflected the post-war era with a roof consisting of Cement asphalt shingles over 7/8-inch sheathing.

The roof has one chimney including a Furnace Flue, attic vent, and a kitchen flue with copper flashing around the chimney. Located beside the chimney is a single soil stack. New flashing shall be provided around all roof penetrations. New pipe boots shall be installed around the waste stack vent. New ridge vent shall be furnished and installed on all ridges and ridge exhaust slot shall be cut thru existing sheathing per the ridge vent manufacturer’s instructions.

The Berlin Lake Maintenance Building appears to have been constructed around September of 1976. The maintenance building is concrete block with red brick fascia. The building is 82’-8” in length and has a width of 32’-8”. The roof framing plan is 84’- 8” long by 35’- 4” wide. The roof is a wood truss with the truss at 2’-8” center to center and a pitch of 4/12. The existing roof is covered with 5/8-inch plywood sheathing and topped with traditional 3-tab asphalt singles with felt underlayment. There are three power roof exhausters, and one bathroom vent flue

Draf t located on the rear side of the roof; these items are not to be replaced. The existing 5/8-inch sheathing is in good condition and does not need to be replaced as a part of this contract.

The Contractor shall remove and dispose of all existing gutters and downspouts, flashing, drip edges, asphalt shingles and roofing felt and other existing roofing materials and install new underlayment, ice and water barrier new perimeter drip edges, new pipe boots, new flashing around all roof penetrations and new gutters and downspouts.

1.2 POINTS OF CONTACT

Prior to commencement of any work being performed on site, the contractor shall participate in a Pre-work Meeting with the Administrative Contracting Officer (ACO) and the Resource Manager on-site. The terms “ACO” and “Contracting Officer” shall be used interchangeably throughout this document.

• Berlin Lake Resource Manager – Vanessa Bishop, 330-654-0865, Vanessa.k.bishop@usace.army.mil

• Administrative Contracting Officer (ACO) – Brian Farmer, 412-789-3720, Brian.M.Farmer@usace.army.mil

1.3 PROJECT SUBMITTALS

The contractor shall provide submittals for Government Approval. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications. It will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work. The Contractor shall provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive, and additional submittals may be required.

The attached file titled “Attachment 4 – Submittal Register” has been provided for the Contractor’s use. The Contractor shall be required to update and maintain the Submittal Register at all times. Submittals shall include product data sheets, manufacturer’s installation instructions, and certification of compliance with applicable ASTM/UL standards for all materials specified in Section 2.0.

1.3.1 SD-01 Preconstruction Submittals

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

1.3.1.1 Quality Control Plan; G, RO

The contractor shall complete and submit a Quality Control Plan. A QCP template is provided in the attached file titled “Attachment 5 – QCP Template.” There shall be one qualified Superintendent and one qualified Contractor Quality Control (CQC) Manager. The Site Safety and Health Officer (SSHO) shall always be onsite when work is ongoing. The SSHO must meet

Draf t mailto:Vanessa.k.bishop@usace.army.mil mailto:Brian.M.Farmer@usace.army.mil the requirements of EM 385-1-1 Section 01.A.17. The quality control system shall consist of plans, procedures, and organization necessary to produce a product that complies with the contract requirements. Cover all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence. The project Superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Officer. The Contracting Officer reserves the right to conduct any inspections or perform any tests deemed necessary at any time during the execution of the contract to determine conformance with the requirements of these specifications. Superintendent and CQC Manager shall be on site while any work is being done.

1.3.1.2 Accident Prevention Plan (APP); G, RO

The Contractor must prepare a written site-specific APP (Attachment 8) according to the requirements specified in the Accident Prevention Plan paragraph. In addition to other requirements, the APP shall be coordinated with and refer to the Site Access and Work Plan, specified in paragraph Site Conditions and Site Access and Work Plan, to ensure proposed equipment can be used in a safe manner and fall protection measures are in place during performance of the work. Fall protection measures shall meet the requirements of EM 385-1-1.

The site-specific working conditions shall also be addressed in the Activity Hazard Analysis (AHA). A blank AHA form can be found in “Attachment 6 – Blank AHA Form.”

1.3.1.3 Credential of Designated Personnel; G, RO

Contractor shall provide credentials for the following personnel: Superintendent, Fall Protection Competent Person, Quality Control System Manager (QCSM) and Site Safety and Health Officer

(SSHO).

1.3.1.4 Manufacturer’s Certificate; G, RO

Submit certificate from the roof system manufacturer attesting that the installer has the proper qualifications for installing the asphalt shingle roof system. Installer must possess a minimum of five (5) years’ experience with similar projects, unless otherwise approved by the Contracting Officer.

1.3.1.5 Manufacturer’s Literature; G, RO

For all proposed materials to be furnished under this contract, the Contractor shall furnish manufacturer’s descriptive literature or catalog cuts, illustrations, specifications, and other data to show the proposed materials meet the specified requirements. All appropriate descriptive data shall be clearly indicated on the submittal. Manufacturer’s literature shall be provided for the following:

a. Roof Shingles Including Color Charts

b. Ice And Water Barrier

c. Synthetic Underlayment

d. Sealant

e. Flashing And Perimeter Drip Edges

f. Ridge Vents

g. Louvered Attic Vents

h. Gutters And Downspouts

i. New Sheathing

j. Fasteners and Accessories.

1.3.1.6 Qualifications of Installer; G, RO

System installer shall be approved, authorized, or licensed in writing by the system manufacturer and shall have at least the minimum five (5) years’ experience required by the manufacturer as an approved, authorized, or licensed installer with that manufacturer and be approved at a level capable of providing the specified warranty. Contractor shall provide documentation of manufacturer’s certification requirements with own credentials.

1.3.1.7 Project Schedule; G, RO

Project Schedule must be provided in bar chart formats. Schedule must be submitted after the Notice to Proceed (NTP), at least 14 calendar days prior to the proposed start date.

1.3.1.8 Site Access and Work Plan; G, RO

Contractor shall submit for approval a written plan describing in detail all phases of roof replacement. Plan shall include all requirements specified in paragraph “Site Conditions and Site Access and Work Plan”. Plan shall address work sequencing, time projections, as well as how each step will be controlled, tested, and evaluated. Plan shall address safety measures, equipment specifications, work scheduling around weather and record keeping.

1.3.1.9 Waste Management Plan; G, RO

1.3.2 SD-02 Product Data

1.3.2.1 Asphalt Shingles; G, RO

1.3.2.2 Gutters and Downspouts; G, RO

1.3.3 SD-03 Samples

1.3.3.1 Asphalt Shingles; G, RO

1.3.4 SD-04 Design Data

1.3.4.1 Roof Plan; G, RO

Submit a Roof Plan that displays the layout and design to accommodate expansion and to ensure positive drainage, including the locations of any cants, curbs, and drainage features.

Additionally, provide the manufacturer’s recommendations for fastener attachment patterns at the field, perimeter, and corners of the roof, as well as the manufacturer’s details for flashing around the roof. The Roof Plan shall be reviewed by the ACO prior to installation.

1.3.4.2 Flashing Detail; G, RO

Include the locations and details of the flashing around all roof penetrations and transitions for review by the ACO prior to installation.

1.3.5 SD-05 Certificates

Certificates include:

a. Manufacturer's Qualifications

b. Applicator's Qualifications

c. Evidence of Acceptable Variation

d. Warranty

1.3.6 SD-06 Manufacturer’s Instructions

1.3.6.1 Application Instructions

Provide manufacturer's instructions including preparation, application, recommended equipment to be used, safety measures, and protection of completed application. Manufacturer’s Safety Data Sheets of proposed roofing products shall also be included with the instructions.

1.3.7 SD-07 Inspection Report

Once the roof is bare, the Contractor shall provide an Inspection Report. This Inspection Report shall give the condition of the roof and any recommendations of the Contractor to include representative photos of the current condition of each roof.

1.3.8 SD-08 Closeout Submittals

1.3.8.1 Warranties; G, RO

1.3.8.2 Information Card; G, RO

1.3.9 Contractor Data Submission

All contractor data submissions shall be submitted electronically to:

Brian.M.Farmer@usace.army.mil

Resident Engineer Neville Island Resident Office 3510 Grand Avenue Pittsburgh, PA 15225

Draf mailto:Brian.M.Farmer@usace.army.mil

1.4 SECURITY REQUIREMENTS

1.4.1 General Security Requirements and Guidance

The security requirements described below apply to all contract personnel (including employees of the prime Contractor and all subcontractors’ 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 (e.g., 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 of the date new contract personnel begin performance on the contract. Within five business days form the completion of training, the Contractor shall provide written documentation 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 Conditions (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs), and Health Protection Conditions (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 missions essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON of 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. The contractor must submit the full name, Social Security Number, and Date of Birth for all associated contractor or subcontractor employees to the USACE Security Office, Ivan Russell, 412-395-7591, ivan.r.russell@usace.army.mil, and Joseph Bali, 412-395-7162, Joseph.M.Bali@usace.army.mil.

LRP Security Information Sheet, (Attachment 7 – LRP Security Information Sheet) is to be completed and returned to Mr. Russell. The contract number and title of the project including the location is to be identified on the Sheet. To protect employee PII, the submission of the completed form through a secure fax is preferred; however, a secured email is acceptable. If e-mailing required information, e-mail must be encrypted to protect Personally Identifiable Information (PII). The District retains the right to deny any contractor and subcontractor employee from working on one of its contracts based on final background investigation results.

1.4.2 Physical Security and Access Control Requirements

All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

1.4.3 Pre-Screen Candidates Using E-Verify Program

Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

1.5 SAFETY REQUIREMENTS

In addition to the requirements included in the provisions of this contract, all work shall comply with the most recent edition of the USACE Engineering Manual (EM) 385-1-1, “Safety and Health Requirements Manual”, and all applicable federal, state, and local laws, ordinances, criteria, rules, and regulations. Where the requirements herein, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

If there are any standards that require interpretation, submit matters to the appropriate administrative agency for resolution before the commencement of work.

The latest version of the EM 385-1-1 is available online at:

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

The Superintendent, QC Manager, and SSHO are subject to dismissal if any of the required regulatory requirements are not being effectively carried out. If dismissal occurs, project work will be stopped, and no work shall proceed until a suitable replacement is approved and the appropriate requirements are assured to be effectively carried out.

1.5.1 Public Safety

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

The Contractor shall ensure that reasonable precautions are taken to always protect the public where work is being performed. The Contractor shall immediately report to the COR any potential hazards found by their employees on the project. The Accident Prevention Plan (APP) shall include procedures to be taken to provide for public safety. Additionally, the Contractor shall not allow any persons, except employees, into work areas that are not otherwise open to the public; nor shall the Contractor transport in Contractor work vehicles any persons, except employees, during times the Contractor is on the project performing work under a Task Order.

1.5.2 Accident Prevention Plan (APP)

An Accident Prevention Plan (APP) is a safety and health policy and program document that shall be contract- and/or job-specific. The APP shall be developed by the Contractor and shall interface with the Contractor’s overall Safety and Health Program, such that any portions of the Contractor’s overall program referenced in the APP shall be included as appropriate.

The Contractor shall develop the APP according to EM 385-1-1, Chapter 2, paragraph 7.b. The contractor must complete and submit ENG Form 9293 Accident Prevention Plan Worksheet.

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

The APP shall be submitted to the COR for review with the District Safety and Occupational Health (SOHO) and accepted within 15 calendar days after receipt of the Notice to Proceed (NTP) and prior to any commencement of work. Work cannot begin without an accepted APP.

Once accepted by the Contracting Officer, the APP and all attachments will be enforced as part of the contract. Disregarding provisions of this contract or the accepted APP is a cause for stopping of that portion of the work at the direction of the Contracting Officer until the matter has been rectified.

A copy of the accepted APP shall always be available on the worksite. The Contractor shall provide on-going evaluations of the APP throughout the life of the project. Changes, revisions, and updates to the APP shall be reviewed and accepted by the Contracting Officer, project superintendent, SSHO, and Quality Control Manager.

1.5.3 Risk Management

A risk management assessment tool, such as an Activity Hazard Analysis (AHA), shall be developed by the contractor performing the work for each type of activity the Contractor will perform as part of the Contract. The assessment shall identify the job steps, specific anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented to control the hazards. Risk assessments shall be submitted for review at least 15 working days prior to the start of the activity, task, or defined feature of work is set to begin. The Government reserves the right to require the Contractor to revise and resubmit any documents if they fail to effectively identify the work sequence, specific anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented. Work shall not begin until the assessments have been accepted by the COR and discussed with all engaged in the activity.

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

These risk assessments shall be developed in accordance with EM 385-1-1 Chapter 2, paragraph 6 or as specified by the Contracting Officer. The Contractor may use the AHA form in Attachment 6 – Blank AHA Form.pdf to assist with completion of their risk assessments.

Each employee performing work as part of an activity, task, or Definable Feature of Work (DFOW) shall review the risk assessment for the activity and sign the signature log designated for the assessment prior to beginning work. A signature log shall be maintained for each risk assessment.

1.5.4 Safety Meetings

Conduct safety meetings to review past activities, plan for new or changed operations, review pertinent aspects of appropriate AHA (by trade), establish safe working procedures for anticipated hazards, and provide pertinent Safety and Occupational Health (SOH) training and motivation. Conduct meetings at least once a month for all supervisors on the project location.

The SSHO, supervisors, or foremen must conduct meetings at least once a week for the trade workers. Document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings seven calendar days in advance.

1.5.5 Implementation of Safety and Occupational Health (SOH) Program

The contractor must employ a minimum of one Level 1 SSHO at each project site to function as the primary Level 1 SSHO responsible for ensuring all site personnel are implementing SOH requirements according to the contract, the EM 385-1-1, and applicable federal, state, and local requirements.

A designated Level 1 SSHO must be at the site of work whenever work is performed.

The full time Level 1 SSHO requirement may be modified to use a different level SSHO. The Contractor must submit the request to use a different level SSHO in writing to the Contracting Officer with justification for the lower/different level. The Contracting Officer in coordination with the District Safety and Occupational Health Office will review the Contractor’s safety-related submittals – APP, AHAs, etc. and document the decision and rational.

All SSHOs must be designated in writing on ENG Form 6282 Site Safety and Health Officer Designation Letter. The form must be submitted to the Contracting Office for acceptance. Work must not be conducted until the Contracting Officer accepts the form/designation. The Contractor must maintain a copy of the accepted form at the site of work.

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_Site%20Safety%20&%20 Health%20Officer%20(SSHO)%20Designation%20Letter_2024%20Aug%20-%20FINAL.pdf

All SSHOs must meet the training/qualifications according to EM 385-1-1, Chapter 2, paragraph 3.b.

Specific responsibilities for the SSHO are outlined in EM 385-1-1, Chapter 2.

1.5.6 Emergency Medical Treatment

Contractors must arrange for their own emergency medical treatment in accordance with EM 385-1-1. Government has no responsibility to provide emergency medical treatment.

1.5.7 Mishap Notification

A mishap is any unplanned, undesired event that occurs during work being performed, to include, accidents, incidents, and near misses. All mishaps shall be reported to the Contracting Officer within 24-hours after notification from the affected employee(s). Contractors are responsible for maintaining an OSHA Log of Work-Related Injuries and Illnesses (Form 300) and complying with all reporting and recordkeeping requirements specified in 29 Code of Federal Regulations (CFR) 1904.

1.5.8 Damage Reports

All instances where Government materials, supplies, property, and/or equipment are damaged, shall be reported immediately to the Contracting Officer.

1.5.9 Minimum Personal Protective Equipment

Personal Protective Equipment (PPE) is governed in all areas by the nature of work personnel are performing based on conducted hazard evaluations. AHAs shall detail the PPE to be used that will provide appropriate protection for the work to be performed when required. All PPE shall be provided by the Contractor, used, and maintained in a sanitary and reliable condition whenever the hazard dictates use.

Mandatory PPE includes:

1. Hard Hat (construction sites)

2. Short sleeve shirts

3. Long Pants

4. Appropriate Safety Shoes

5. Safety Glasses

6. Appropriate Class Reflective Vests

7. Personal Floatation Devices (PFDs) shall be always worn when working above or near water in which other fall protection methods do not provide the appropriate protection.

1.5.10 Designated Persons

The Contractor shall provide Qualified and/or Competent Persons in accordance with EM 385-1- 1, OSHA, ANSI, and where specified herein. All Qualified and Competent Persons shall be designated in writing and shall meet the requirements for the specific activity for which they are designated. Competent Persons identified in the Contractor’s Safety and Health Program and Government-accepted APP shall always be onsite when the work that presents the hazards associated with the competency is being performed. Certificates of Qualification/Competency shall be provided to the Contracting Officer for review and provided as part of the applicable AHAs and appendices of the APP.

1.5.11 Worksite Communication

Employees working alone in a remote location or away from other workers must be provided an effective means of emergency communications (i.e., cellular phone, two-way radios, land-line telephones or other acceptable means). The selected communication must be readily available (easily within the immediate reach) of the employee and must be tested prior to the start of work to verify that it effectively operates in the area/environment. An employee check-in/check-out communication procedure must be developed to ensure employee safety.

1.5.12 Machinery and Mechanized Equipment

Proof of qualifications for operator must be kept on the project site for review. Manufacturer specifications or owner's manual for the equipment must be on-site and reviewed for additional safety precautions or requirements that are sometimes not identified by OSHA or USACE EM 385-1-1. Incorporate such additional safety precautions or requirements into the AHAs.

1.5.13 Working near electrical equipment and systems

Before working near electrical equipment and systems, reference the guidelines in the EM 385-1- 1 Section 11 and 29 CFR 1910.269. Employees working in the proximity of electrical equipment or conductors shall consider them to be energized. If the contractor needs access to the inside of the machinery house buildings government personnel will lockout and tagout all gate hoisting equipment. The contractor shall coordinate these activities with the ACO or onsite construction representative.

1.5.14 Hazardous Material Exclusion

Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used in accordance with EM 385-1-1 such as, nuclear density meters for compaction testing and laboratory equipment with radioactive sources) as well as materials which contain asbestos, mercury, polychlorinated biphenyls (PCBs), Diisocyanates, lead, lead-based paint (LBP), and hexavalent chromium are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials. Low mercury lamps used within fluorescent lighting fixtures are allowed as an exception without further Contracting Officer approval. Notify the Radiation Safety Officer (RSO), Safety Office, and the Contracting Officer prior to excepted items of radioactive material and devices being brought on site.

1.5.15 Unforeseen Hazardous Materials

All known hazardous materials will be identified by the Government to the contractor. If materials that may be hazardous to human health upon disturbance are encountered during the performance of contract work, that portion of the work shall be stopped, and the COR immediately notified. Asbestos testing was performed on the Resource Manager’s Office Roof, and Asbestos was detected in caulking along the top edge of flashing on the two hip roofs. The results are contained within Attachment 20_Berlin testing.

1.6 PERFORMANCE REQUIREMENTS

1.6.1 Period of Performance (PoP)

The contractor shall complete all work after the notice to proceed within 90 calendar days.

1.6.2 Time of Performance

The Contractor shall notify the Points of Contact prior to start of work. The Contractor shall schedule work through the ACO. The Contractor shall coordinate work with the ACO at least 3 days before starting work. The Contractor shall confine all operations at the work site between the hours of 7:00 AM and 5:00 PM, Monday through Friday, unless otherwise approved by the Contracting Officer. Work will not be permitted on weekends or Federal holidays unless otherwise approved by the Contracting Officer. The following is a list of Federal Holidays:

New Year's Day January 1 Birthday of Martin Luther King, Jr. Third Monday in January Washington's Birthday Third Monday in February Memorial Day Last Monday in May Juneteenth National Independence Day June 19 Independence Day July 4 Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day November 11 Thanksgiving Day Fourth Thursday in November Christmas Day December 25

1.6.3 Protection of Government Property

The contractor shall protect all government property during the performance of this contract. All damage to existing government property because of the contractor’s work shall be repaired or replaced to the satisfaction of the Contracting Officer. Work area shall be cleaned by the contractor after construction is complete.

1.6.4 Protection of Personnel

The contractor shall employ adequate measures are in place to protect workers, facility operation personnel and the public from injury due to the operations being performed. All protective measures shall be in accordance with EM 385-1-1.

1.7 KEY PERSONNEL

1.7.1 Superintendent

Provide project superintendent with a minimum of 5 years’ experience in construction with at least 5 of those years as a superintendent on asphalt shingle roofing projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance.

1.7.2 Quality Control System Manager (QCSM)

The QCSM is required to have a minimum of 5 years’ construction experience on (asphalt shingle) roof installations similar to the tasks in this Contract. This QCSM is to always be onsite during construction and to be employed by the prime Contractor.

1.7.3 Site Safety and Health Officer (SSHO).

The Contractor shall employ a minimum of one Competent Person at each project site to function as the primary Site Safety and Health Officer (SSHO) to implement and administer the Contractor’s safety program and the Government-accepted Accident Prevention Plan (APP). The SSHO is a full-time responsibility and shall be an employee other than the superintendent, that reports directly to a senior, project or corporate, official. The SSHO shall be present at the project site and be located so they have full mobility and reasonable access to all major work operations during the shift. The SSHO shall meet all training and experience qualifications as outlined in EM 385-1-1 Section 01, Paragraph A.17. The SSHO may also serve as the Quality Control System Manager (QCSM), but the SSHO may not serve as the Superintendent. SSHO shall attend the pre-construction conference, pre-work meetings, including preparatory and periodic in-progress meetings.

1.8 QUALITY ASSURANCE

1.8.1 Daily Inspection Report

Submit one copy of the daily inspection report to the Contracting Officer within 24 hours of the date recorded.

1.8.2 Pre-work Conference

After approval of submittals and before performing the scope, hold a Pre-work conference to review the following:

1. Drawings, specifications, and submittals related to the work.

2. Site access & material movement.

3. Work Plan.

4. System components installation.

5. Safety requirements.

6. Proposed schedule.

Coordinate pre-work conference scheduling with the Contracting Officer. The conference must be attended by the Contractor, the Contracting Officer's designated personnel, personnel directly responsible for the work.

1.9 WARRANTIES

Warranties must begin on the date of Government acceptance of the work. Copies of all warranties shall be submitted for approval.

1.9.1 Manufacturer's Warranty

Manufacturer's minimum 30-year warranty for defects in materials for the shingles and five (5) year warranty on workmanship shall be provided from the date of final acceptance. The Contractor shall provide proof that the installer is certified by the roofing manufacturer to provide the required warranty. The warranty must run directly to the Government.

1.9.2 Contractor's Warranty

Contractor's standard five (5) year warranty for defects in workmanship shall be provided from the date of final acceptance. The warranty must run directly to the Government. When repairs due to defective workmanship are required during the Contractor's warranty period, the Contractor must make such repairs within 72 hours of notification. When repairs are not performed within the specified time, emergency repairs performed by others will not void the warranty.

1.10 PROJECT/SITE CONDITIONS

1.10.1 Photos and Reference Drawings

Photos have been provided to show existing conditions to the best knowledge of the Government. The photos are intended to assist the Contractor in evaluating how to perform the work safely and in accordance with Paragraph “Site Conditions and Site Access and Work Plan”.

The Government cannot guarantee the accuracy of the dimensions, elevations, and features shown or stated, and it shall be the responsibility of the Contractor, if necessary, to verify all elevations and the dimensions by measurements in the field. The Contractor shall verify elevations and dimensions before laying out the work. The Contracting Officer shall be notified of any discrepancies prior to commencing work.

1.10.2 Site Conditions Site Access and Work Plan

The contractor shall be responsible for the removal of old roofing materials and staging of new roofing materials. The Contractor shall be responsible to develop and submit for approval a Site Access and Work Plan that will clearly show how the Contractor intends to perform the work, and shall include at a minimum, the following:

Detail how material is to be transported onto the roof.

The Contractor shall submit a Fall Protection Plan that includes product data on the proposed temporary anchors, as well as layout and installation details for review and approval prior to installation.

Detail how the roofs and buildings are to be protected from damage due to inclement weather.

The roof plans shall include the layout and design necessary to ensure positive drainage, including any required cants, curbs, or drainage features. Additionally, provide recommendations based on manufacturer data for fastener attachment patterns at the field, perimeter, and corners of the roofs.

1.10.3 Verification of Field Conditions

The Contractor shall verify all dimensions and conditions in the field and shall advise the Contracting Officer of any discrepancy before performing any work.

1.10.4 Project Conditions

Proceed with installation only when existing and forecast weather conditions permit shingle roofing work to be performed according to manufacturer's written instructions and warranty requirements, and specified safety requirements.

1.10.5 Work Areas

The Contractor shall be fully responsible for determining the methods used to transport materials and equipment to and from the areas as well as the removal of waste materials from such spaces.

The Contractor shall ensure that his operations will not interfere with the operation of the project or the duties of project personnel. Transport of materials and equipment shall be the responsibility of the Contractor.

Placement of equipment and staging and storage of materials in any area shall be coordinated with and approved by the ACO and the Resource Manager. Work platforms, scaffolding and transport of materials and equipment shall be the responsibility of the Contractor. Contractor shall be responsible for providing a site-specific fall protection plan to the ACO for approval, detailing the equipment and methods proposed to ensure the contractor performs the work in a safe manner in accordance with EM 385-1-1. Any damage to the grassed or other areas around the perimeter of the building caused by the contractor's operations shall be repaired or replaced as directed by the ACO at no additional cost to the Government.

1.11 PROTECTION OF GOVERNMENT PROPERTY

The Contractor shall protect all government property during the performance of this contract. All damage to existing government property because of the Contractor’s work shall be repaired or replaced to the satisfaction of the Contracting Officer. Exposed roof and building interior shall be always protected. At areas where existing roofing materials have been removed, the Contractor shall install and maintain temporary protection from the weather until permanent installation of roofing materials can be made. The Contractor shall coordinate roof demolition with the Contracting Officer. Work area shall be cleaned by the Contractor after construction is complete.

1.11.1. Protection of Lands and Paved Areas

Grounds and other grassed areas and any paved surfaces or sidewalks disturbed or damaged by the Contractor's operations shall be repaired and restored to preconstruction conditions as directed by the ACO at no additional cost to the Government.

1.12 INSPECTIONS AND ACCEPTANCE OF WORK

Notwithstanding other provisions of this contract, all materials and work to be performed under this contract shall be inspected and accepted by the Contracting Officer. The Contracting Officer shall be the individuals solely authorized to reject materials, disapprove, or approve any work in progress, or order or direct any revision or change to the plans and specifications as presently shown and stated. Final acceptance of the roof shall be contingent upon verification that all penetrations, flashing, and transitions are watertight and installed in accordance with the manufacturer’s requirements.

1.13 DISPOSAL & WASTE MANAGEMENT

All materials removed in the performance of this contract and not reused shall become the property of the Contractor and be disposed of offsite in accordance with Federal, State and Local regulations.

1.13.1 Disposal of Contractor Generated Hazardous Wastes

Hazardous, Universal, and Toxic Substances Control Act (TSCA) waste generated by construction activities shall be removed from the work area and be disposed at a properly permitted commercially available disposal facility in compliance with Federal, State, and local requirements. The Contractor shall maintain separation and/or segregate hazardous waste from other materials and wastes and shall protect it from the weather by placing it in a safe covered location; precautionary measures against accidental spillage such as berming or other appropriate measures shall be taken. Hazardous waste shall be removed from Government property within 60 calendar days. Hazardous waste shall be transported in accordance with 40 CFR 263. The Contractor shall be responsible for preparing all waste manifests (EPA Form No. 8700-22

"Uniform Hazardous Waste Manifest Form"). A copy of each waste manifest and a copy of the disposal certificate from the Resource Conservation and Recovery Act (RCRA) facility shall be furnished to the Contracting Officer or designated representative. Anticipated hazardous waste shall be communicated during the pre-construction meeting. The Contractor shall verify that the hazardous waste shipment conforms to the requirements outlined in 49 CFR 172 Subpart H.

1.13.2 Waste Management Plan

The Government's goal for solid waste diversion from landfill is:

i. at least 50 percent of non-hazardous solid waste, including food and compostable material, and visitor-generated non-hazardous solid waste; and

ii. at least 60 percent of non-hazardous Construction and Demolition (C&D) material and debris.

The Contractor shall identify all potential waste streams and identify any non-hazardous solid waste or C&D material and debris that can be diverted from a landfill. The Contractor shall include efforts to reach this goal in the waste management plan.

Submit a waste management plan within 30 calendar days after notice to proceed and not less than 10 calendar days before the preconstruction meeting.

Revise and resubmit Plan as required by the Contracting Officer or designated representative.

Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations or meeting project cumulative waste diversion requirement. Distribute copies of the Waste Management Plan to each subcontractor, the Quality Control Manager, and the Contracting Officer or designated representative.

1.13.3 Records

Maintain records to document the quantity of waste generated; the quantity of waste diverted through sale, reuse, or recycling; and the quantity of waste disposed by landfill or incineration.

All manifests and shipping documents are required to be submitted to the Contracting Officer or designated representative within 7 calendar days of the waste pick-up.

1.14 MEASUREMENT AND PAYMENT

Payment shall include all costs of labor, materials, supplies, equipment, supervision, cleanup, and other costs of completing the work as specified to remove and dispose of the existing roofing materials, flashing, drain cover, and install a new roofing system, and all other miscellaneous components. All material provided in the performance of this contract shall be new and meet the requirements of the specifications.

0001 REPLACE ROOFS ON THE RESOURCE MANAGER BUILDING AND

MAINTENANCE BUILDING

1.14.1. Resource Manager and Maintenance Building Roofs

Payment: Payment shall constitute full compensation for all costs associated with the demolition, preparation, disposal and installation of a new, fiberglass asphalt shingle roofs, and all components as specified.

Provide payment bond.

Measurement: 1

Unit of Measure: Job

1.15. DELIVERY, STORAGE, AND HANDLING

Deliver, store, and handle panel materials, bulk roofing products, accessories, and other manufactured items in a manner to prevent damage and deformation, as recommended by the manufacturer, and as specified.

1.15.1. Delivery

Package and deliver materials to the site in undamaged condition. Provide adequate packaging to protect materials during shipment. Do not uncrate materials until ready for use, except for inspection. Immediately upon arrival of materials at jobsite, inspect materials for damage, deformation, dampness, and staining. Remove affected materials from the site and immediately replace. Remove moisture from wet materials not otherwise affected, restack, and protect from further moisture exposure.

1.15.2. Storage

Stack roofing materials—such as shingle bundles, underlayment rolls, drip edge, flashing, and accessories—on platforms or pallets, and cover them with tarpaulins or other weathertight coverings that prevent the trapping of water or condensation beneath the covering. Store materials so that any water that may accumulate during transit or storage can drain off. Do not store materials in contact with substances that could cause staining, corrosion, or deterioration.

Secure all coverings and stored items to protect them from wind displacement.

1.15.3. Handling

Handle materials in a manner to avoid damage. Select and operate material handling equipment so as not to damage materials or applied roofing. Do not install damaged materials.

2. MATERIALS

2.1 ASPHALT SHINGLE ROOF SYSTEM

All roof material, including shingles, underlayment, ice barrier, ridge vent and pipe boots, flashing and other components shall be compatible with each other and approved by the roofing manufacturer to provide the required warranty coverage. The complete roofing system shall carry a minimum 30-year manufacturer’s warranty on shingles and a 5-year workmanship warranty. The manufacturer’s authorized representative shall inspect the roofing prior to activation of the warranty. Contractor shall submit manufacturer’s product data for all components (shingles, underlayment, ice and water barrier, ridge vent, pipe boots, and flashing) in accordance with Section 1.3.

2.1.1 Shingles

New shingles shall be heavy weight Architectural Grade mineral granule-surfaced asphalt shingles, self-sealing, square tab, strip constructed with a heavy fiberglass mat base conforming to ASTM D3018/D3018M, Type I, and ASTM D3462/D3462M, weighing not less than 210 pounds per 100 square feet. Shingles must meet the fire resistance requirements of UL 790 for Class A and the wind resistance requirements of ASTM D3161/D3161M, Class D. Provide asphalt shingle that is Energy Star labeled. Provide data identifying Energy Star label for asphalt shingle product. Color shall be similar to the existing shingles unless otherwise directed by the

ACO.

2.1.2 Ice and Water Barrier

Ice and water barrier shall be a mat-faced skid resistant surface, self-adhering, self-sealing, bituminous ice and water barrier meeting the requirements of ASTM D1970/D1970M and ASTM E108/UL 790 for Class A Fire Resistance. New self - adhering ice and water barrier shall be installed for a minimum of 3-feet up from the edge of the roof eaves. Ice and water barrier shall also be installed around all roof penetrations, including chimneys, and vent stacks.

2.1.3 Underlayment

Underlayment shall be a fully adhered weather-shedding 100% synthetic polypropylene barrier meeting the requirements of ASTM D226/D226M and ASTM E108/UL 790 for Class A Fire Resistance.

2.1.4 Ridge Ventilators

2.1.4.1 Nailable Mesh Shingle Over Type Ridge Vents

Ridge vents must be constructed of UV stabilized nail able polyester mesh material, approximately 1 foot wide. Vents must be designed to prevent infiltration of insects, rain, and snow.

2.1.5 Pipe Boots

Pipe boots shall be UV-resistant neoprene or equivalent material, designed to form a watertight seal around vent pipes. Boots shall be sized to fit each penetration and secured in accordance with manufacturer’s recommendations.

2.2 SHEATHING

New sheathing for the RMO building shall be 7/8-inch x 4ft x 8ft plywood sheathing or oriented strand board (OSB). This will need verification due to the age of the structure. The Maintenance building sheathing is 5/8-inch x 4ft x 8ft and is assumed to be in good condition and not considered an item needing replacement. Replacement of damaged sheathing shall be approved by the ACO prior to replacement, and only the damaged areas shall be replaced.

2.3 NAILS

Nails shall be round head 11- or 12-gauge galvanized steel or equivalent corrosion resistant roofing nails. Nail heads shall be 3/8-inch minimum diameter, with flat and smooth low profile.

Shanks shall be barbed or otherwise deformed for added pull-out resistance. Nails shall be long enough to penetrate all layers of roofing materials and achieve secure anchorage into the roof deck. Nails shall extend through the underside of plywood or wood panel roof decks and shall penetrate at least 3/4-inch into wood plank decks.

2.4 FLASHING

Lead, lead-coated metal, and galvanized steel shall not be used. Flashing shall be of aluminum fabrication, conforming to ASTM B221, Alloy 6063, minimum thickness as recommended by the roofing manufacturer. Accessories and other items essential to complete the sheet metal installation, though not specifically indicated or specified, shall be provided.