Attachment 6_Roofing SOW and SPECS.pdf

ROOF INSPECTION, REPAIR AND

MAINTENANCE AT FORT BUCHANAN

ARMY RESERVE INSTALLATION, ARMY RESERVE CENTERS (ARC),

ARMY FAMILY HOUSING (AFH) & DOMESTIC DEPARTMENT

ELEMENTARY AND SECONDARY SCHOOLS (DDESS),

NAVY RESERVE CENTER (NRC), AAFES, PRANG &

FAMILY MORALE WELFARE RECREATION DIRECTORATE (FMWRD)

USAG FORT BUCHANAN, PUERTO RICO

REVISED MAY 2025

Roof Inspection, Repair and Maintenance Revised May 2025 USAG Fort Buchanan, Puerto Rico

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 45 00 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 85 00 MOLD REMEDIATION

DIVISION 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 14 00 FLUID-APPLIED WATERPROOFING

07 22 00 ROOF AND DECK INSULATION

07 41 13 METAL ROOF PANELS

07 51 13 BUILT-UP ASPHALT ROOFING

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 57 13 SPRAYED POLYURETHANE FOAM (SPF) ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 61 15.00 20 ALUMINUM STANDING SEAM ROOFING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 60 45 SKYLIGHTS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

PROJECT TABLE OF CONTENTS Page 1

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 33 30.00 10 SOLAR WATER HEATING EQUIPMENT

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 31 00 FACILITY-SCALE SOLAR PHOTOVOLTAIC (PV) SYSTEMS

26 41 00 LIGHTNING PROTECTION SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

1.1.1 Exhibits

1.2 LOCATION AND OPERATION

1.2.1 Installation

1.2.2 Installation Security

1.2.2.1 Access and General Security Policy

1.2.2.2 Installation Access Procedures

1.2.2.3 Identification and Clearence

1.2.3 Federal Observed Holidays

1.2.4 Hours of Operation

1.2.5 Irregular Work Hours Request

1.2.6 Place of Performnce

1.2.6.1 Project Identification

1.2.7 Access Roads

1.2.8 Vehicle Use

1.2.8.1 Vehicle Identification

1.2.8.2 Registration/Operation

1.2.9 Incident Reproting

1.2.10 Emergency Services

1.3 PERSONNEL AND TRAINING

1.3.1 Work Force

1.3.2 Uniforms/Identification

1.3.3 Required Training

1.3.3.1 AT Level 1

1.3.3.2 iWATCH

1.3.3.3 OPSEC

1.4 LIABILITY AND RESPONSIBILITY

1.4.1 Fire Protection

1.4.1.1 Extinguishing Equipment

1.4.2 Damage to Government Property

1.4.3 Damage to Privately-Owned Property

1.4.4 Property Damage Reports

1.4.5 Protection Of Premises

1.4.6 Special Conciderations

1.5 STORM PROTECTION

1.6 EXISTING WORK

1.7 PERMITS

1.7.1 Excavation Permit

1.7.2 Hot Work Permit

1.8 ENVIRONMENTAL PROTECTION

1.8.1 Contractor Environmental Plan

1.8.2 Pollution

1.8.3 Material Spills

1.8.4 Environmental Condition Reports

SECTION 01 11 00 Page 3

1.8.5 Pollution Control And Abatement

1.9 QUALITY ASSURANCE

1.9.1 Mobilization

1.9.2 Submittals

1.9.3 Progress reporting

1.9.4 Final Inspections

1.10 SAFETY PROGRAM

1.10.1 Contractor Safety Plan

1.10.2 Occupational Safety and Health (OSHA)]

1.10.3 Safety Equipment

1.10.4 EM 385-1-1

1.11 WASTE MANAGEMENT AND RECYCLING

1.11.1 Solid Waste

1.11.2 Recycling and Waste Minimization

1.11.3 Non-Hazardous Solid Waste Diversion Report

1.11.4 Diversion Solid Waste / Construction Debris

1.11.5 Salvage

1.12 STORAGE OF MATERIAL

1.13 CLEANING UP

1.14 EQUIPMENT STANDARDS

1.15 VALIDATION AND VERIFICATION

1.15.1 Value Engineeing

1.15.2 Feild Conditions

1.15.3 Notification of Concurrence in Writing

1.16 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

2.1 PROCUREMENT

2.1.1 Green Procurment Quarterly Reporting

2.2 SHOP DRAWINGS, MANUFACTURERS DATA AND CERTIFICATIONS

PART 3 EXECUTION

3.1 EXISTING ROOFING SYSTEMS

3.2 SEQUENCE

3.2.1 Roof Inspection Survey and Written Report

3.2.2 Roofing Repair and/or Replacement:

3.2.3 Warranty Document

3.2.4 Maintenance

3.3 ROOF INSPECTION SURVEY AND WRITTEN REPORT

3.4 ROOF AND/OR ROOFING SYSTEM REPAIR/REPLACEMENT WORK

3.4.1 Concrete Roofs Repairs

3.4.2 Metal Roof Repairs

3.4.3 Roofing Treatment Systems over Concrete and Metal

3.4.4 PUF (Sprayed Polyurethane Foam)

3.4.5 Built-up Roofing with Asbestos Mastic (PUF

3.4.6 Radiant Barrier Blanket:

3.4.6.1 References

3.4.6.2 Product Specifications

3.4.7 Incidental Work

3.5 MAINTENANCE

3.5.1 Partial Repair

3.5.2 Syetem Replacment

3.5.3 Roofing Systems with ten (10) years warranty

3.6 WARRANTY

3.6.1 Warranty Document

3.6.2 Roofing System Information Card

3.6.3 Exisiting Roofing Systems Under Warranty

SECTION 01 11 00 Page 4

-- End of Section Table of Contents --

SECTION 01 11 00 Page 5

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

The Contractor shall furnish all necessary administrative functions, personnel, materials, tools, equipment, services, transportation, and insurance required to perform roof works described in the delivery orders issued by the Contracting Officer (KO) to support services in connection with "Roof Inspection, Repair and Maintenance" for Fort Buchanan Army Reserve Installation, Army Reserve Centers (ARC), and Domestic Department Elementary & Secondary Schools (DDESS), Navy Reserve Center (NRC), AAFES, FMWR and PRANG in USAG Fort Buchanan, Puerto Rico" as described herein.

1.1.1 Exhibits

a. USAG Fort Buchanan Facilities List Summary (Exhibit 1)

b. USAG Fort Buchanan Site Map (Exhibit 2)

c. Asbestos Operations and Maintenance Plan for U.S. Army Fort Buchanan, Puerto Rico, August 2016 (Exhibit 3)

d. Lead-based Paint Operations and Maintenance Plan (Exhibit 4)

1.2 LOCATION AND OPERATION

1.2.1 Installation

Installation General Operation: Fort Buchanan is a U.S. Army Reserve installation in Puerto Rico within the San Juan metropolitan area. It serves under direct control of the Installation Management Command, Atlantic Region. Its mission is to synchronize, integrate, and deliver installation services and facilities in support of Senior Commanders in order to enable a ready and resilient Army. Contractor shall be responsible for all permits and certifications required by the Municipality of Guaynabo(/Bayamon), Puerto Rico.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.2.2 Installation Security

1.2.2.1 Access and General Security Policy

The Contractor and all associated subcontractors' employees shall comply with applicable installation, facility, and area commander installation/facility access and local security policies and procedures (provided by a Government representative). The Contractor workforce must comply with all personal identity verification requirements as directed by DOD, Headquarters Department of the Army (HQDA), and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual

SECTION 01 11 00 Page 6 facility or installation change, the Government may require changes in Contractor security matters or processes.

1.2.2.2 Installation Access Procedures

Contractor personnel and property shall be subject to search and seizure upon entering and leaving the confines of Fort Buchanan. The Contractor shall be responsible for assuring that all personnel authorized to perform work under this contract obtain installation access as required.

Installation access will be granted for the period of performance (POP) of each delivery order. Contractor shall submit a letter from the contractor listing all employees and the last four numbers of social security number for each to the Contracting Officer Representative (COR). This is being provided for the purpose of obtaining identification badges and access clearances to enter the installation. Should the Force Protection Condition (FPCON) change, the government may require additional changes in contractor access. Government furnished badges shall be returned immediately to the government when employees no longer perform work for the contractor or sub-contractor under this contract. New/replacement personnel shall obtain this same approval prior to the proposed new/replacement hire performing on the contract. Contractor access to the post will be exclusively for work in connection with this contract.

1.2.2.3 Identification and Clearence

All non-us Garrison ID card applicants will provide a valid and original form of id (state driver's license, passport, and so forth, which complies with public law (the REAL ID act of 2005)). This is to prove identity (for enroll-ment into the aie database if available) and issue a visitor pass or card. Security personnel processing an applicant will screen documents for evidence of tampering, counterfeiting, or other alteration. A check of records through the National Crime Information Center (NCIC) interstate identification index (iii) is the army minimum baseline background check for entrance onto ARMY installations for non-CAC holders to include entrance of visitors. The FBI permits the use of NCIC iii for vetting visitors to ensure the security of military installations. Procedures: The NCIC-iii and "persons" files checks are accomplished by using the "QWI" inquiry under the purpose code C. The qwi is an NCIC inquiry message which provides the authorized user with the capability to access

Both the NCIC-iii (for criminal history) and ncic persons files simultaneously with one inquiry. The NCIC persons files includes wanted persons, known or appropriately suspected terrorist (KST) list, missing person file, foreign fugitive, wanted person, gang, protection order, immigration violator, identity theft, supervised release, violent person, protective interest files and the national sex offender registry. This requirement applies to all unaffiliated personnel (visitors) not in possession of one of the id cards REAL ID: Contractor personnel shall possess a valid real id (ex. PR driver license with the star) to request access at Fort Buchanan. This is mandatory after October 1, 2022.

Contractor is responsible to ensure all employees driving or requesting access at Fort Buchanan possess a valid REAL ID.

1.2.3 Federal Observed Holidays

The Contractor shall submit to the Contracting Officer Representative (COR) an alternate schedule for service affected by federally observed holidays not later than ten (10) workdays prior to the holiday. The

SECTION 01 11 00 Page 7 schedule shall include dates for make-up of all services affected by the holiday.

New Year's Day Labor Day Martin Luther King Jr.' s Birthday Columbus Day President's Day Juneteenth Day Memorial Day Veteran's Day Independence Day Thanksgiving Day Christmas Day

Note: Any Contractor delays due to non-performance of work, lack of material/equipment or personnel, will not be justification for a time extension. The Contractor shall, always, maintain a workforce for uninterrupted performance of all tasks defined within this Statement of Work (SOW).

1.2.4 Hours of Operation

The Contractor is responsible for providing services between the Garrison's normal hours of Operation: 7:00AM to 4:00PM, Monday through Friday. Exceptions include required services on Saturday and Sunday, Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings.

1.2.5 Irregular Work Hours Request

Unless otherwise approved, the Contractor shall perform the work between the hours of 7:00 a.m. to 4:00 p.m., Monday through Friday. Prior to the contractor performing any work during hours other than those specified, the Contractor shall submit a written request to the Contracting Officer Representative (COR) for approval by the Contracting Officer (KO) in a case-by-case basis. Requests shall be submitted no less than three (3) Calendar days prior to the time the contractor desires to work. The Government shall evaluate the request and provide a written approval or rejection to Contractor.

1.2.6 Place of Performnce

The work to be performed under this contract shall be performed at Fort Buchanan, Puerto Rico. The areas in which the work is to be done may be occupied during the performance of work under this contract.

It is the Government's responsibility to secure all items inside the work prior to contractor commence work. The Government shall identify any sensitive work area and it's the Contractor's responsibility to obtain the approval from the Government before entering sensitive work area.

The Contractor is responsible to safeguard Government property in the work area. It shall be the Contractor's responsibility to coordinate with the

SECTION 01 11 00 Page 8

COR to schedule and perform work in such a manner as to create the least possible interference with the realization of normal activities within the areas.

The Contractor shall not block more than one access of any building(s) at any time, nor shall they disrupt the existing parking arrangement to any of the building(s) parking areas, unless authorized by the KO. Contractor employees having private owned vehicles (POV) shall park at Contractor's designated area. POVs shall not be parked at working areas.

The Contractor shall conduct his operations so as to cause the least possible interference with the normal operations of the Post because the facilities (streets, driveways, and parking areas) will remain in operation during the entire construction period.

1.2.6.1 Project Identification

Contractor shall install a project identification sign in accordance with KO approval. Location shall be approved by the Contracting Officer

1.2.7 Access Roads

The Contractor shall at all times refrain from the use of any roads, grounds, or other facilities which have not been specifically authorized for his use.

1.2.8 Vehicle Use

1.2.8.1 Vehicle Identification

Contractor owned vehicles used in the performance of services under this contract on the installation shall be marked with the contractor's name and phone number.

1.2.8.2 Registration/Operation

Contractor and employee-owned motor vehicles entering Fort Buchanan shall have a valid license plate, current registration, and valid liability insurance. Heavy equipment operators shall have a current Puerto Rico license to operate such equipment (i.e. bucket truck, heavy tractors, backhoes, grapple truck, skid steers, etc.).

1.2.9 Incident Reproting

The Contractor and associated sub-contractors shall maintain an accurate record, and shall report to the Contracting Officer, exposure data and all accidents resulting in death, traumatic injury, occupational disease, or damage to property, material, supplies, and equipment incidental to work performed under the contract. The Contractor shall immediately notify emergency personnel upon any incidences and accidents. All incidents and accidents shall be reported to the COR within thirty (30) minutes of incident occurrence in accordance with the requirements indicated in AR 385-40, Accident Reporting and Records.

SECTION 01 11 00 Page 9

1.2.10 Emergency Services

In case of emergency the Contractor and/or Contractor employees shall contact the Fire/Ambulance Service Emergency Number: (787) 707- 5911. The Contractor or their employees shall immediately notify their supervisor of any accident requiring emergency medical treatment. All incidents and accidents shall be reported to the COR within thirty (30) minutes of incident occurrence in accordance with the requirements indicated in AR 385-40, Accident Reporting and Records.

Fire/Ambulance Service Emergency Number: (787) 707-5911.

1.3 PERSONNEL AND TRAINING

1.3.1 Work Force

The Contractor shall provide a work force sufficient in number that possesses the skills, knowledge and training to satisfactorily perform the services required by this contract including license to operate heavy equipment. The Contractor shall ensure that personnel present a professional appearance. Individuals with a record of conviction for criminal offenses shall not be employed to perform services under this contract.

1.3.2 Uniforms/Identification

The Contractor shall provide uniform safety vests to their employees for contractor identification purposes. All Contractor personnel shall visibly have on them, always their identification cards. In the event a government issued identification card/badge is lost or stolen, the contractor Project Manager (PM) will immediately notify the COR. The Contractor shall prohibit the use of Government issued identification badges by any persons other than the Contractor's employees it has been issued to.

1.3.3 Required Training

1.3.3.1 AT Level 1

This provision/contract text is for contractor employees with an area of performance within an Army controlled installation, facility, or area. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. This training shall be completed within thirty (30) calendar days of contract award and within five (5) calendar days of new employees commencing performance with the results reported to the COR NLT forty-five (45) calendar days after contract award. (Training link/module/slides provided by the Government).

1.3.3.2 iWATCH

This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. The

SECTION 01 11 00 Page 10

Contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (Training link/module/slides provided by the Government).

This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within thirty (30) calendar days of contract award and within five (5) calendar days of new employees commencing performance with the results reported to the COR NLT forty-five (45) calendar days after contract award.

1.3.3.3 OPSEC

Contractor personnel must complete the Level I OPSEC training within 30 calendar days after contract start date. If contract last for more than a year, all these personnel must complete annual OPSEC awareness training.

1.4 LIABILITY AND RESPONSIBILITY

1.4.1 Fire Protection

The Contractor shall comply with AR 420-1 Army Facilities Management Chapter 25 and the Fort Buchanan USAG-FB Policy #29 Fire Prevention guidelines. See TE-5 for a copy of USAG-FB Policy #29 Fire Prevention.

1.4.1.1 Extinguishing Equipment

The Contractor equipment shall have available a portable fire extinguisher as required to comply with the Fire Department instructions. Existing building extinguishers shall not be used to meet this requirement.

1.4.2 Damage to Government Property

The Contractor shall be held liable for damage or destruction of Government property (e.g. buildings, vehicles, sidewalks, fences, etc.)

caused by the Contractor, Contractor personnel or representatives of the Contractor in the performance of services on this contract. The Contractor shall be aware that Government property - beyond standard structures and equipment - also includes trees, flower beds, and turf (for example, wounded trees or damaged turf shall be repaired or replaced). If the Contractor fails to take the required corrective action, the Government retains the right to exercise other rights or remedies available to the KO.

1.4.3 Damage to Privately-Owned Property

The Contractor shall be held liable for damage or destruction of privately owned property (e.g. privately owned vehicles), as defined in this SOW, caused by the Contractor, Contractor personnel or representatives of the Contractor in the performance of services in this contract. The Contractor shall take corrective action within 5 working days to repair damages or replace destroyed property. Contractor will purchase and maintain at all times a general third-party liability insurance policy of not less than $500,000 per event coverage in accordance with FAR 52.228-5.

SECTION 01 11 00 Page 11

1.4.4 Property Damage Reports

The Contractor shall submit a damage report to the KO and COR within 24 hours of damage or destruction to Government property or privately owned property caused by the Contractor, Contractor personnel or representatives of the Contractor. The damage report shall detail the facts and the extent of damages or destruction, and the corrective action taken by the Contractor to repair damages or replace destroyed property.

1.4.5 Protection Of Premises

The Contractor shall take all necessary precautions to protect the Government and private property from damage as a result of his operations.

Existing property so damaged shall be promptly restored, repaired or replaced to its original condition by the Contractor at his own expense.

1.4.6 Special Conciderations

Contractor shall comply with Special Considerations, Safety Program, Required Insurance, and Post Regulations.

1.5 STORM PROTECTION

Should warnings of wind of gale force or stronger be issued, the Contractor shall take every practicable precaution to minimize dangers to persons, to the work, and to adjacent property. These precautions shall include removing all loose materials, tools, and/or equipment from exposed locations, and removing or securing other temporary work.

1.6 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.7 PERMITS

1.7.1 Excavation Permit

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Notify the Contracting Officer at least 15 days prior to starting excavation work.

SECTION 01 11 00 Page 12

1.7.2 Hot Work Permit

The Contractor shall notify the Fort Buchanan Fire Department daily in the event "hot work" is to be performed. The Fire Department will inspect and ensure proper fire prevention measures and equipment are available depending on work to be performed. The Fire Department will issue DA Form 5383-R (Hot Work Permit) which authorizes open flame, welding operations or other hazardous potential fire actions. Contractor shall furnish his own portable fire extinguishers as required (minimum weight 10 lbs.) to comply with the Fire Department instructions. Fire/Ambulance Service Emergency number: (787) 707-4911 (x5911)

1.8 ENVIRONMENTAL PROTECTION

1.8.1 Contractor Environmental Plan

The Contractor shall provide an Environmental Plan that complies with the provisions contained within Section 01 57 19 Temporary Environmental Controls to minimize potential environmental impacts to the Installation's natural, cultural and energy resources. The Contractor shall submit the Environmental Plan to the Contracting Officer within thirty (30) days after the date of contract award.

1.8.2 Pollution

Contractor shall comply with all applicable Federal, State and local laws, regulations, and standards regarding environment pollution. All environmental protection matters shall be coordinated through the Contracting Officer with the Post Environmental Protection Office at DPW.

The Post Environmental Protection Office is located at Building 34, telephone (787) 707-3575 or (787) 707-3508.

1.8.3 Material Spills

Contractor shall be responsible for the prompt containment, clean up, and restoration (if applicable, of any petroleum, oil, lubricant (POL) or coolant liquids that may have spilled from its vehicles as a result of the operation of its fleet in support of this contract. The contractor shall have at all times spill response equipment in sufficient amount to respond and contain any leak until garrison emergency responders are able to arrive at the spill scene. Furthermore, any such release shall be immediately notified via telephone, within the first 30 minutes from spill incident awareness, by the operator to the DPW Environmental Office - The Post Environmental Protection Office is located at Building 34, telephone

(787) 707-3575 or (787) 707-3508.

1.8.4 Environmental Condition Reports

Contractor shall provide reports as follows: Report any circumstances of unusual soiling of an area which may affect performance of contract work, unhealthful and/or hazardous conditions, and any delays or interference of work by employees of the Government. Such reports shall be made as expeditiously as possible by the Contractor to the Contracting Officer. In any event, the report shall be made not later than the close of business (4:00 pm, Monday-Friday) on the same day.

SECTION 01 11 00 Page 13

1.8.5 Pollution Control And Abatement

In order to present and provide for abatement and control of any environmental pollution arising from the activities in the performance of this contract, the Contractor shall comply with all applicable pollution control and abatement, and all applicable provisions of the Corps of Engineers Manual, EM 385-1- 1, entitled: General Safety Requirements, in effect on the date of solicitation. For the purposes of this contract, environmental pollution is defined as the presence of chemical, physical, or biological elements of agents which adversely affect human life; affect other species of importance to man; or degrade the utility of the environment for aesthetics and recreational purposes.

1.9 QUALITY ASSURANCE

1.9.1 Mobilization

Contractor shall be required to commence work to fufill requirments under this Contract within 15 days after Contract Award.

the Period of Performance (POP) will be established on a Task Order by Task Order basis.

The Contractor shall submit, for approval, a work schedule of planned performance on any Task Order exceeding 60 Calander days, within five (5) days after Task Order is issued.

1.9.2 Submittals

Contractor shall submit for approval all materials to be used in this contract with Material Safety Data Sheets (MSDS), and Submittal Status Log Sheet. Submittals in duplicate shall be delivered to Contracting Officer within 15 calendar days after Task Order issuance, and using a Transmittal Form

1.9.3 Progress reporting

Contractor shall submit a weekly report with the following but not limited information:

a. Work performed every day

b. Weather conditions

c. Personnel working every day

d. Equipment being used e.Weight in pounds of debris removed from the base.

1.9.4 Final Inspections

Contractor shall request final inspection in writing with at least ten

(10) working days in advance for proper coordination and approval by the Contracting Officer.

SECTION 01 11 00 Page 14

1.10 SAFETY PROGRAM

1.10.1 Contractor Safety Plan

The Contractor shall safeguard and maintain all Government property as well as provide for the safety and wellbeing of personnel employed in the performance of this contract. The Contractor shall implement a safety program for employees performing work under this contract.

The Contractor shall submit the safety plan to the Contracting Officer within thirty (30) days after the date of contract award.

The Contractor shall submit for approval a plan detailing the Safety Program in accordance with the safety requirements. Prior to starting the work, the Contractor shall meet in conference with representatives of the Directorate of Public Works (DPW) to discuss and develop mutual understanding relative to the administration of the Safety Program

1.10.2 Occupational Safety and Health (OSHA)]

The Contractor shall comply with the Occupational Safety and Health Act (OSHA). The Contractor shall comply with the Occupational Safety and Health Administration (OSHA) standards on 29 CFR 1910. The Contractor shall be responsible for ensuring adherence to all applicable Fort Buchanan, Puerto Rico, and federal rules and regulations.Contractor personnel shall wear safety items required by OSHA during the performance of tasks requiring protective equipment or clothing

1.10.3 Safety Equipment

The Contractor shall provide to all Contractor employees safety equipment.

The Contractor shall be responsible for the use of safety equipment at all times by all employees. Contractor shall ensure employees have their safety equipment (PPE) at all times during each day of performance of work.

Safety shoes or boots and gloves shall be worn by all employees in the performance of work in serviced areas.

Noise reduction protection shall be worn by all employees when operating motorized equipment or in the vicinity of equipment inducted noise.

1.10.4 EM 385-1-1

Contractors shall comply with the latest version of EM 385-1-1 (including interim changes) that is in effect on the date of award. Prior to making an offer, bidders should check the HQ USACE Safety and Occupational Health web site (http://www.usace.army.mil/CESO/Pages/Home.aspx) for the latest changes. Any changes observed by the contractor shall be notified to the Government prior to bid opening date. No separate payment will be made for compliance with this paragraph or for compliance with other safety and health requirements of this contract for changes after contract is awarded.

SECTION 01 11 00 Page 15

1.11 WASTE MANAGEMENT AND RECYCLING

1.11.1 Solid Waste

The Contractor shall dispose solid waste debris resulting from construction and demolition according to the waste classification. The contractor shall dispose of waste and recycle construction material in accordance with instructions and specifications listed in Summary of Work, Section 1.11 RECYCLING PROGRAM. No landfill area will be available for use by the contractor at Fort Buchanan.

1.11.2 Recycling and Waste Minimization

The Contractor shall participate in State and local government sponsored recycling programs. The Contractor shall minimize solid waste generation throughout the duration of the project. The Contractor shall participate in recycling and waste minimization activities to divert non-hazardous solid waste. The Contractor shall recycle all non-hazardous solid waste generated in this project and shall submit a recycling form stating the amount of material in either pounds or tonnage diverted by its type. The form shall specify amount and type of ferrous or non-ferrous metals, concrete debris, wood (doors, windows, cabinets, etc.) asphalt, etc. in order to properly sub classify diverted materials. Whenever technically and economically feasible the contractor shall promote deconstruction, salvage, and reuse of integral materials and shall limit demolition activities only to those materials permanently affixed to a structure which cannot be disassembled like concrete walls, gypsum board walls, stucco, and brick wall assemblies.

1.11.3 Non-Hazardous Solid Waste Diversion Report

The Contractor shall maintain an inventory of non-hazardous solid waste diversion and disposal of construction debris for each Delivery Order.

Upon completion of each Delivery Order, the Contractor shall submit a report to the COR, in accordance with Section 01 57 20.0010 Environment Protection, including non-hazardous demolition debris quantified in cubic yards and tons or pounds.

1.11.4 Diversion Solid Waste / Construction Debris

Solid Waste Diversion as per Executive Order and the Fort Buchanan Solid Waste Management Plan the contractor is responsible to make the adequate diversion for at least 50% of non-hazardous solid waste from disposal of the construction SOW activities and no less than 75% diversion of construction and demolition materials and debris for disposal.

1.11.5 Salvage

The Contractor shall dispose off the installation all existing materials and equipment which are required to be removed or disconnected to perform the work, but are not indicated or specified for use in the new work or salvaged, and that have been properly identified and authorized for disposal by the Contracting Officer.

1.12 STORAGE OF MATERIAL

The Contractor shall store materials only in places where directed. No

SECTION 01 11 00 Page 16 fire hazardous materials of flammable liquids shall be stored or otherwise maintained within a building or structure, except as approved, and in accordance with the local fire regulations.

1.13 CLEANING UP

All clothes, cotton, wastes, sanding disks, and other cleaning materials which might constitute a fire hazard shall be placed in a metal container or destroyed at the end of each work day. Upon completion of the work, all staging, scaffolding, containers, and debris shall be removed from the site or destroyed in a manner approved by the Contracting Officer.

Adjacent areas and surfaces negatively affected during the performance of this contract shall be left clean and returned to the original condition.

1.14 EQUIPMENT STANDARDS

The Contractor shall submit proof that the equipment which he proposes to furnish under these specifications conforms to the standards of the Underwriters Laboratories. The label of Underwriters Laboratories shall be accepted as conforming to this requirements. In lieu of the label, the Contractor may submit a written certification from any nationally recognized testing agency, adequately equipped and competent to perform such services, that the (stated item) has been tested and conforms to the standards, including methods of test, of the Underwriters Laboratories.

1.15 VALIDATION AND VERIFICATION

Changes or Modifications to Contract Documents are evaluated as follows:

1.15.1 Value Engineeing

The Government acknowledges that due to the continuous advancements in technology and market trends in the roofing construction and treatment systems new and better ways to approach problem solution may arise.

Therefore, the Contractor is encouraged to develop, prepare, and submit a Value Engineering change proposal (VECP) voluntarily to substitute any Government proposed and/or existing roofing system and/or material with all the required details. The Contractor shall share in any instant contract savings realized from an accepted VECP. (Refer to FAR 52.248-3, Value Engineering Construction, Feb/2000).

1.15.2 Feild Conditions

The Contractor shall verify all dimensions and existing field conditions that could or will affect his contract, performance and warranty prior to start any the work, and notify in writing to the Contracting Officer (KO) within twenty (20) calendar days after the Notice of award or Task Order is issued. Notification Letter to Contracting Officer shall be for:

a. Any conflicting detail or discrepancy within the scope of work, drawings and specifications.

b. Any deviation from normal or assumed conditions related to site, civil, architectural, structural, engineering works that could affect contract performance.

c. Any detrimental interference of inserts, conduits, openings, or any

SECTION 01 11 00 Page 17 mechanical and electrical equipment not shown in drawings or mentioned in the specifications.

d. Any condition that shall or should be investigated with the corresponding justification based in his experience and expertise.

e. Any recommendation to improve contract project execution for a better final product with the related cost estimate.

1.15.3 Notification of Concurrence in Writing

In the case that an investigation and verification results that existing field conditions will not affect in any way contract performance, final product and/or warranty, the Contractor shall notify in writing to the KO that existing field conditions are satisfactory and will not jeopardize contract performance, final product and warranty. No work shall be permitted to be executed if the Contractor does not provide to the KO concurrence on the presented issue.

1.16 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

The Government will not furnish any material and/or equipment unless is required by the Contracting Officer.

PART 2 PRODUCTS

2.1 PROCUREMENT

The Contractor shall track the purchase, quantities, and the percent of recyclable content for these materials throughout the life of the contract. The Contractor shall consolidate and provide this information to the COR quarterly, in reports. The Contractor shall annually submit a summary report of certification and estimate as required by FAR 52.223-9, title, Certification and Estimate of Percentage of Recovery Material Content for EPA Designated Items, upon completion of the base year and each follow-on year, until completion of the contract to the COR. The intended end use of the item, materials with recovered materials content, at levels recommended by the EPA's CPG is found at website;

http://www.epa.gov/cpg/products.

2.1.1 Green Procurment Quarterly Reporting

In order to comply with the green procurement requirements of Section 6002 of the Resource Conservation and Recovery Act of 1976 (RCRA) and Executive Order 13423, the Government requires the use of recycled, bio-based, biodegradable, non-hazardous, and/or recovered materials and products identified in the Environmental Protection Agency's (EPA) Comprehensive Procurement Guidelines. These materials and products must meet the requirements of the contract, must not delay the progress of work, must be available from more than one source, and must not be cost prohibitive. EPA guideline items are seen as the minimum that should be considered when evaluating recyclable materials. Other materials and products not listed, but commonly used in industry outside of the Government, should also be considered. Material and product submittals for all recycled-content items should list the recycled and recovered materials used and the percentage content.

SECTION 01 11 00 Page 18

2.2 SHOP DRAWINGS, MANUFACTURERS DATA AND CERTIFICATIONS

As soon as practicable after award of the contract, and before procurement of fabrication; submit, except as specified otherwise, to the Contracting Officer, all the shop drawings, manufacturers data and certifications required in the technical sections of this specification.

PART 3 EXECUTION

3.1 EXISTING ROOFING SYSTEMS

For the purpose of this contract, the existing Roofing Treatment Systems over concrete or metal structural roofs listed below shall be considered for inspection, repair and replacement:

a. Insulation and 3-ply with cold adhesive (modified bitumen).

b. Lightweight concrete, insulation and 3-ply with cold adhesive (modified bitumen).

c. Lightweight concrete, insulation and 3-ply with torch (modified bitumen).

d. Lightweight concrete, insulation and 2-ply (modified bitumen).

e. Insulation and 2-ply (modify bitumen).

f. Lightweight concrete, insulation and E.P.D.M. (Ethylene Propylene Diene Monomer).

g. Insulation, 3-ply hot asphalt and gravel (built-up roofing).

h. Insulation and E.P.D.M. (Ethylene Propylene Diene Monomer).

i. Single ply.

j. Mop asphalt and 1-ply felt.

k. Insulation and hot asphalt plies.

l. Standing seam metal over insulation.

m. Asphalt shingles over insulation and over a standing seam metal roof.

n. Waterproof asphalt coatings.

o. Sprayed Polyurethane Foam ("PUF"), coating and gravel.

p. Primer and elastomeric/waterproofing coating.

Roofing systems partially repaired or completely replaced for specific buildings shall be performed in accordance with attached technical specifications for each type of roofing system and with drawings prepared by the Contractor and approved by the Contracting Officer.

SECTION 01 11 00 Page 19

3.2 SEQUENCE

The scope of work for Roofing Systems shall serve as a guide to Contractor in the job execution. Contractor shall immediately inform the Contracting Officer Representative (COR) any doubt of the execution of a particular part of the job due to the discrepancies in the scope of work, drawings and specifications. Work will be executed in accordance with the following

3.2.1 Roof Inspection Survey and Written Report

Contracting Officer will provide a specific delivery order to the Contractor to proceed with the selected building inspection, and report preparation.

3.2.2 Roofing Repair and/or Replacement:

Contracting Officer will provide the specific delivery order to the Contractor to repair and/or replace the roofing system of the selected building. Work shall be done in accordance with survey report recommendations and/or Contracting Officer instructions.

3.2.3 Warranty Document

After final approval of the roofing system repair and/or replacement, for the previously selected building in the delivery order, the Contractor shall issue the Warranty Document

3.2.4 Maintenance

Contracting Officer will provide the specific delivery order to the Contractor to maintain the new roofing system installed in the selected building.

3.3 ROOF INSPECTION SURVEY AND WRITTEN REPORT

Written Report shall include, but is not limited to the following:

a. Roofing system performance history description.

b. Description of existing roofing system condition and visual observations of all exposed roofing components.

c. Roofing cores sampling and location within the roof, and testing to determine system components, and roofing system type.

d. Inspection for subsurface moisture contamination with Infrared Equipment, provide thermograms and exact location within the As-Built roof plan drawing.

e. Sampling with exact location in the roof plan, Laboratory Testing, and Test Report for roofing Asbestos Containing Material (ACM) only if requested by the Contracting Officer in the delivery order due to previously Contractor's Report recommendations.

f. Photographs of roofing system conditions and area location where they were taken, including interior structural components, and ceilings.

g. As-Built Roof Plans with the location of all roof components and all items related to the incidental work. Scaled Roof Plan shall include:

area, equipment with structural supports dimensions, diameter and length

SECTION 01 11 00 Page 20 of electrical conduits, diameter and length of plumbing vents and piping, exhaust fans, drainage components, air conditioning ducts, access hatch doors, skylights, and any other condition not described here. Contractor shall submit two sets of drawings in 18-inch x 24-inch hard copy and electronic copy.

h. Recommendations for Roofing System Repair and/or Replacement and roofing system type to be used in the complete roofing replacement.

i. Contractor shall submit two hard copy sets and one electronic copy of the Roof Inspection Survey Report to the Contracting Officer for review by the Directorate of Public Woks (DPW).

3.4 ROOF AND/OR ROOFING SYSTEM REPAIR/REPLACEMENT WORK

Work for the various types of Roofing Systems consists of, but is not limited to, the following:

3.4.1 Concrete Roofs Repairs

a. Remove debris, vegetation and loose material from old coatings.

b. Wash roof surfaces, including gutters and downspouts, with a hydro-pressure machine with a maximum of 3,000-psi (pound per square inch) of water pressure.

c. Repair cracks and holes with epoxy fill compound.

d. Provide treatment against fungus to the entire roof area with approved fungicide and as indicated by the Contracting Officer.

e. Provide a minimum 15 mils thick dry film waterproofing membrane to all concrete surfaces.

f. Apply to the entire concrete roof area an sprayed polyurethane layer of minimum 3/4-inch thick with top silicone coats (two coats minimum) with a minimum total dry film thickness of 30 mils.

g. Replace gutters and downspouts that are badly rusted, broken or bent with the same material, gage, pattern, and finish as existing.

3.4.2 Metal Roof Repairs

a. Remove debris and vegetation, and wash roof surfaces, including gutters and downspouts, with a hydro-pressure machine with a maximum of 1,500-psi (pound per square inch) of water pressure.

b. Replace roof panels screws that are rusted and/or have damaged neoprene washers. New screws shall be corrosion resistant and with neoprene washers.

c. Seal water leaking joints, pin and screw holes with silicone caulking.

d. Sand, brush and clean rusted corrugated roof panel areas and apply two coats of metal primer.

e. Replace metal panels that are badly rusted, broken or bent with the

SECTION 01 11 00 Page 21 same material, gage, pattern, and finish as existing.

f. Apply two coats of paint to partial or entire roof area of color equal or similar to existing.

g. Area to be painted and color to be used will be selected by the Contracting Officer.

3.4.3 Roofing Treatment Systems over Concrete and Metal

a. Remove debris and vegetation, and wash roof surfaces, including gutters and downspouts, with a hydro-pressure machine with a maximum 3,000-psi (pound per square inch) of water pressure. The Contracting Officer will indicate exact water pressure limit in accordance to the roofing system type.

b. Inspect roof and mark appropriately blistering and splitting of top membranes, plies or coatings, and gaps in insulation.

c. Repair blister and splits by cutting top membranes, plies or coatings, remove and replace all substrate components (lightweight concrete, insulation, plies, felts, etc.) moisture/water contaminated in the affected area according to the type of roofing, apply required water proofing sealant and patch area with new top membrane, plies or coating.

d. Mark all areas that accumulate rain water. Modify roofing system slopes to correct this deficient drainage condition. Specific method to correct these deficiencies shall be in accordance with the type of roofing system, and shall be submitted to the Contracting Officer for the review and approval of DPW.

e. Identify cracks at counter flashing, base flashing, metal copping flashing, metal guard fascias, seams, penetrations, vent or pipe flashing and mark them appropriately. Repair cracks by widening and drying them, and applying approved waterproofing sealant. Affected substrate elements with moisture/water shall be repaired and/or replaced as requested by the Contracting Officer.

f. Inspect and check insulation and substrate for moisture contamination with a moisture detector instrument (Infrared Equipment), and mark the areas appropriately. Affected substrate elements with moisture/water shall be repaired and/or replaced as requested by the Contracting Officer.

3.4.4 PUF (Sprayed Polyurethane Foam)

The following is applicable over concrete, metal or wood roof:

a. Remove debris, vegetation, and wash roof surfaces, including gutters and downspouts, with a hydro-pressure machine with a maximum 2,000-psi water pressure.

b. Inspect roof and mark appropriately all blisters, cracks and pinholes.

c. Minor Repairs: The defects in this category are small cuts, fractures, punctures, penetrations, cracks, gouges, and scuffs limited to 1 to 1-1/2-inches in width or less. Length may be variable and does not impose a restriction for this type of repair. Depth may be variable.

SECTION 01 11 00 Page 22

Isolated defects in the coating such as cracking, flaking, spalling, and blisters. The procedure for repairs is as follows:

(1) Inspect the area to be repaired for water, dirt or contamination.

Dry off the area if wet and/or clean away granules (if any) dirt or contamination over and around the area to be repaired.

(2) Using a serrated or razor knife, trim exposed foam in any fracture to obtain a clean dry foam surface to the depth of penetration. Typically, 1/8 inch to 1/4 inch slices are adequate to clean up the penetration.

(3) Fill the prepared area with caulk sealant that is compatible with the coating system, and trowel smooth over the filled area extending onto the surrounding surface.

(4) If applicable, granules can be sprinkled onto the wet caulked surface and patted lightly to obtain embedment. If coating is to be applied, the caulk sealant must be permitted to set of cures sufficiently to allow brush application of coating for completion of repair.

(5) If only coating is required, a sufficiently large area should be dried and/or cleaned off to permit trying-I of new coating application to existing coating in surrounding area. It is recommended that at least two separate brush coats of the proper coating to applied, allowing sufficient curing or drying time between coats. Minimum DFT of the new coating should be 30 mils.

d. Moderate Repairs: Occasionally an inspection could reveal isolated area of poor- quality foam, wet foam, foam blisters, foam delamination, or mechanically damaged areas that are two large, and that cannot be corrected by caulking or re-coating. Such areas require removal and replacement of foam. If these areas are limited and not larger than about 2 square feet in size, they can be repaired fairly easily without the use of spray foam or coating equipment.

e. Foam replacement can be made by pouring foam with the proper density, (that can be hand mixed). Canned froth foam, and in limited instances rigid PUF board stock. The coating replacement can be accomplished by use of either brush or roller. The procedure for repairs is as follows:

(1) Using a serrated or razor knife cut away distressed foam and coated area back to the point…