Attachment1ScopeOfWorkPR_2016-2293.pdf

PR# 2016-2293 Re-Roof Building 75 EPDM

Rock Island Arsenal Scope of Work

PR #2016-2293

Re-Roof Building 75 05 May 2016

US Army Garrison‐Rock Island Arsenal

Directorate of Public Works Engineering and Services Division

IMNE‐RIA‐PWF

1 Rock Island Arsenal

Rock Island, IL 61299‐5000

PROJECT SUMMARY:

The scope of this project is to provide a total replacement of the complete, existing deteriorated 4 ply Built-Up Roofing (BUR) system. The project location is the roof of Building 75 on Rock Island Arsenal (RIA), Rock Island, IL. The roof shall be replaced with an entire new roofing system comprised of a fully adhered, low slope Ethylene Propylene Diene Monomer (EPDM) roofing system with all required roofing components as specified by the roofing system manufacturer. The Contractor shall provide complete demolition and disposal of all existing BUR roofing and support materials. The square footage for complete demolition and re-roof of Building 75 is approximately 21,323 square feet (sf). This project also includes an option for Building 72 Roof, approximately 19,783 sf for complete demolition and disposal of existing roof replace with new roofing system.

PART 1: SPECIFIC PROJECT

1.1 PROJECT DESCRIPTION: The scope of this project consists of the demolition and disposal of approximately +/- 21,323 sf of deteriorating BUR roofing and all associated BUR roofing system components on the roof of Building 75. This requirement is a simple roofing material change (no structural changes), no new design build documentation or engineering is required for installation of the new EPDM roofing system.

As part of the EPDM roof renovation, all the existing roof drain locations will be cleaned and re-used. The existing metal roof drain assemblies will be removed and replaced in kind with a new cast iron roof drains and domes, specifically designed for EPDM retrofit re-roof situations, with the new assembly, matching the original as closely as possible.

1.1.2 The scope of this project requires the Contractor to provide as part of the Base Bid, complete demolition, removal and disposal services for the currently installed BUR roofing system. The Contractor shall properly identify and dispose of any found hazardous materials during the demolition phase. The Department of Public Works/RIA shall supply asbestos sampling/testing reports for Buildings 75 and 72 roofs, see Appendix E. Contractor shall supply all labor and materials to remediate any found issues. The Contractor is required to provide all labor, equipment and materials necessary to accomplish all project related roof demolition and obsolete roof mounted equipment (tagged with orange marking paint) tasks. The Contractor will be required to provide the project Contracting Officer Representative (COR) with a complete scheme (written and/or drawings) of how demolition is to be accomplished, a minimum of 14 calendar days prior to the project kick-off meeting.

1.1.3 This project requires the Contractor to inspect and evaluate the structural soundness of the exposed concrete roof decking after demolition and disposal of the existing BUR roofing and all associated BUR roofing components, after cleaning of the exposed existing decking material. The Contractor is to perform a roof decking inspection and evaluation with the RIA Project COR prior to starting any re-roofing installation or repairs. COR must inspect and approve any roof decking repairs before Contractor may begin installation of EPDM roofing.

1.1.4 As a separate Unit Cost line item in the Base Bid and Bid Option 1, the Contractor shall provide a cost, per square foot, to repair and replace 500 sf of existing damaged structural concrete roof decking. The Contractor shall base costs on repair and replacement of multiple, non-adjacent roof deck sections, as indicated by inspection of the damaged areas, after removal, of the existing roof assembly. The Contractor shall monitor and record square footage of each damaged structural roof section repaired and shall provide written documentation recording quantities and necessary repairs, to COR immediately upon completion of each repair. Final cost for structural concrete roof decking replacement and/or repair will be adjusted (plus or minus) by the difference in actual area of structural concrete roof decking replaced and/or repaired from the 500 sf Base Bid, times the Contractor provided unit costs.

1.1.5 The Contractor shall provide and install a complete new water proof EPDM roofing system with all new associated components, as required per the EPDM roofing manufacturer’s details and specifications. Contractor shall provide a water tight roofing system, with directed, free flowing drainage to existing roof gutter locations. The new roofing components shall consist of ½ inch class A one hour fire rated roof boards, 60 mil. elastomeric membrane, 3” (minimum) isocyanurate (ISO) foam board insulation, with all new associated components, all required flashing/counter-flashing, edge metal, trim, pitch pockets, adhesives, sealants, new metal roof drains, mechanical fasteners, any reglet devices at adjacent vertical wall surfaces, any manufacturer required construction, hardware or expansion joints and all other similar through roof mountings, penetrations or surface mounted items and all required flashing/counter flashing at all roof mounted skylights and hatches. Also included are all other water proofing hardware/fittings and any other flashing components as required, per the EPDM roofing manufacturer’s details and specifications, in order to ensure proper performance and water tightness.

1.1.6 The Contractor shall provide a new, minimum 3” cover of ISO closed cell foam insulation over the entire low slope roof re-roof areas (approx.+/- 21,323sf.). The Contractor shall duplicate as closely as possible, the existing low slope roof(s) profile/geometry, replicate the existing slope to drain layouts, and maintain the existing flow lines and the drainage patterns to new cast iron roof drains and domes, using the new EPDM roofing system components and ISO foam material.

1.1.7 The Contractor shall provide new ½ inch class A one hour fire rated roof boards, installed per manufacturer’s specifications and details, over the entire project roof deck areas (approximately +/-21,323 sf).

1.1.8 The Contractor shall provide an EPDM roofing manufacturer’s 20 Year Limited Lifetime Warranty.

1.2 SPECIAL SERVICES/REQUIREMENTS:

1.2.1 EPDM - General Requirements (approximately +/- 21,323sf)

1.2.1.1 Material: Roofing membrane shall be formed non-reinforced Ethylene Propylene Diene Terpolymer based elastomeric roof coverings.1.2.1.2 Thickness: Shall be 60-mil (1.52 mm)

1.2.1.3 Impact rating: No failure with test using 2” diameter ice ball.

1.2.1.4 Wind uplift rating: Shall be 100 miles per hour- minimum.

1.2.2 This project involves work on a structure which has been determined to be a non-contributing element of the RIA National Historic District. Any work which may affect the building envelope of Building 60 must be submitted to the RIA Department of Public Works (DPW) for consultation with the Illinois State Historic Preservation Agency. This process may take up to 30 days.

1.2.3 Disruption of the tenants and their missions shall be minimized. Any potential interferences with the tenants or the rest of the RIA‘s services, personnel or entities shall be coordinated with the COR so as to minimize disruption.

1.2.4 Quantities provided in this SOW by the Government are estimates, and are only meant to provide a general sense of the overall scope and size of the project. The Contractor, as part of this SOW package, has been provided with electronic copies of as-built construction documents of Building 75, the purpose of these drawings is to provide information to assist the Contractor in creating an accurate representation of existing project conditions and quantities for bid. The drawings provided by the Government may not reflect the most current conditions.

1.2.5 Contractor shall provide all services, labor, materials, supervision, equipment, tools, etc. necessary to accomplish the work described in this SOW.

1.2.6 Contractor shall submit all samples as required by Section 1.7

1.2.7 Contractor shall provide all necessary demolition, removal and proper disposal of 12 pieces of roof mounted, obsolete mechanical equipment. The material to be re-moved (from Building 75 roof only) is marked with orange construction paint. See Appendix C.

1.3 BID STRUCTURE

1.3.1 BASE BID: Complete removal and replacement of Building 75. The Contractor shall provide a total replacement of the approximate +/- 21,323 sf of deteriorated 4 ply composition built-up roofing on Building 75. The Building 75 roof shall be replaced with a complete, new 60 mil. EPDM roofing system including all manufacturer required accessories. The Contractor shall provide complete demolition and disposal of all existing, installed BUR roofing system accessories and materials at Building 75. Also included in the Building 75 Base Bid is the removal of specific obsolete roof mounted equipment and accessories as shown on Appendix C. The Building 75 Re-roof Base Bid will also include installation of new metal roof drains, new ½ inch class A one hour fire rated roof boards and new 3” (min) ISO insulation.

1.4 BID OPTION ONE:

1.4.1 Complete removal and replacement of Building 72 Roof. The Contractor is required to provide full service for the demolition and removal of the existing EPDM roof system and all accessories and replace with complete, new EPDM roofing system and accessories. Building 72 Roof is approximately 19,783 sf.

1.4.2 Building 72 Roof shall be removed and replaced identical to the requirements of Building 75, except for the following criteria:

1.4.2.1 Building 72 base bid to reflect mechanical installation (to existing steel decking) of first layer of ISO roof deck insulation. New EPDM roof system at Building 72 to provide a minimum of 3” of ISO cover over entire roof deck surface.

1.4.2.2 No obsolete mechanical equipment and/or accessories will need to be removed from the Building 72 Roof deck.

1.5 DRAWINGS:

1.5.1 The Government will provide electronic drawings and information. See Part 7:

Appendices

1.6 SPECIFICATIONS:

1.6.1 Contractor shall comply with the latest edition the NRCA (National Roofing Contractors Association Roofing and Waterproofing Manual, in particular Sections dealing with Low Slope Roofing, Low Slope Construction Details and Ethylene- Propylene-Diene-Monomer (EPDM) Single Ply Roofing.

The Contractor shall make the COR aware of any conflicts in the NRCA manual. COR will provide instruction for resolving conflicts on a case-by-case basis. The Contractor is to notify the COR immediately in writing if there is a discrepancy between the specifications and the referenced resources. If the Contractor fails to notify the COR regarding conflicts within these documents, the more stringent requirements shall apply as determined by the COR.

1.7 SUBMITTALS/DELIVERABLES:

1.7.1 Submittals/Deliverables shall be received 14 calendar days prior to start of project.

1.7.2 The Contractor shall submit manufacturer’s technical installation information and product specification cut sheets to the COR for approval for the following items:

1.7.2.1 Manufacturers complete adhered EPDM (60mil) roofing membrane brochure including all required installation designs, details, requirements and specifications.

1.7.2.2 Roof Boards: ½” class A one hour fire rated roof boards

1.7.2.3 Pressure treated lumber (for any necessary roof hatch repair)

1.7.2.4 All adhesives, glue, tapes and sealants, fasteners and all other hardware required for adhered EPDM roofing membrane installation.

1.7.2.5 All metal flashing, counter-flashing, expansion joints, metal water proofing trim pieces, reglets, etc.

1.7.2.6 All metal fasteners, screws, anchors, etc. required for mechanical attachment of flashing and counter-flashing.

1.7.2.7 Flexible flashing compounds and 3” ISO insulation.

1.7.2.8 New metal roof drains, gutter and downspout piping, connections, and sheet metal fabrications.

1.7.2.9 Miscellaneous plumbing fittings, vent pipes and connections.

1.7.2.10 All other items required for complete water proof installation of the new roofing system.

1.7.3 Contractor shall provide submittal documents including all roofing manufacturer’s installation details, procedures, materials, specifications and warrantees to COR prior to ordering materials or beginning construction. All work shall be in accordance with all roofing manufacturer’s recommendations, details and specifications and all applicable codes and regulations.

1.7.4 Contractor shall provide demolition issues solutions 14 calendar days prior to kick-off meeting. COR to establish information format (with Contractor), (written or drawings) after issuance of Contract.

1.7.5 Contractor shall provide three copies of all manufacturers/installers required and non-required field reports, inspections and other written correspondence relating to any issues generated by any SOW project requirements, unforeseen project installation issues or existing job conditions, to the project COR within 72 hours of their occurrence.

1.8 EXISTING CONDITIONS: Building 75

1.8.1 The existing 4 ply BUR roofing area is deteriorating and need to be replaced.

1.8.2 Main Roof Area: Building 75 Roof Drawings – (Appendix A). Roof area is approximately +/- 21,323 sf.

1.8.3 Existing Roof Construction:

1.8.3.1 4 ply BUR roofing applied directly over insulation, over structural concrete roof deck.

1.8.3.2 Roof eave at approximately +/- 16 feet above finish grade; Roof access is from North side of Building 60.

1.9 EXISTING CONDITIONS: Building 72

1.9.1 The existing EPDM roofing area is deteriorating and needs to be replaced.

1.9.2 Main Roof Area: Building 72 Roof Drawings – (Appendix B). Roof area is approximately +/- 19,738 sf.

1.9.3 Existing Roof Construction:

1.9.3.1 EPDM roofing applied directly over insulation, over structural steel roof deck.

1.9.3.2 Roof eave at approximately +/- 18 feet average above finish grade; Roof access is from

1.10 DEMOLITION:

1.10.1 All demolition work shall be performed in a neat, safe and workman like manner, in accordance with RIA safety regulations. All work must meet Occupational Safety and Health Administration (OSHA) standards, State of Illinois and Department of the Army environmental regulations.

1.10.2 Contractor shall perform all demolition work being careful not to damage any adjacent materials, materials on floors below or equipment to remain.

1.10.3 Contractor shall repair, patch or replace any adjacent areas/work damaged by new construction work to original finish and/or condition at no additional cost to RIA

1.10.4 Contractor shall provide all labor, material and equipment to completely remove and properly dispose of the existing BUR roofing assembly and all associated components from the roof. Removal of all existing BUR composition materials shall be down to the surface of the exposed underlying structural concrete roof deck.

1.10.5 The Contractor is also responsible for handling, removal and proper disposal of any found asbestos or any other hazardous substance containing material(s). The project area has been tested for hazardous materials. The report is attached to the SOW.

1.10.6 After removal of all existing base project area (Appendix A) roofing and associated roofing component debris, the Contractor shall clean and prepare the work area, per the roofing manufacturer’s details and specifications, to enable installation of a complete new fully adhered 60 mil EPDM roof system on the roof.

1.10.7 Contractor shall remove all demolition debris from the RIA and dispose of it properly off site.

1.10.8 Recycle any demolition material which supports sound green principles.

1.10.9 Remove and properly dispose of any encountered asbestos containing material in accordance with UFGS Specifications, RIA Asbestos Management Plan and all regulatory guidelines. Notify project COR and provide three written copies with-in 72 hours, as to any suspicious material prior to disposal.

1.11 NEW CONSTRUCTION

1.11.1 ADDITIONAL CONSTRUCTION REQUIREMENTS:

1.11.1.1 Contractor shall provide proper assembly and installation in order to produce a complete, water tight final roofing assembly, free of ponding.

1.11.1.2 All new work shall be performed in a neat, safe and workman like manner, in accordance with RIA safety regulations. All work must meet OSHA standards, State of Illinois and Department of the Army environmental regulations.

1.11.1.3 Contractor shall replace any existing expansion joints/cap flashing with-in the project area with fabrications of the same type, finish and size.

1.11.1.4 Contractor shall replace all existing reglets, remove all caulk, debris, etc.

where indicated for re-use.

1.11.1.5 Contractor shall extend, as necessary, existing vent piping where needed to remain code compliant, and flashing per roofing manufacturer’s standard details and specifications.

1.11.1.6 Any new Contractor supplied repair wood blocking or framing lumber shall be pressure treated 2x and shall have 3/8” stainless steel anchors required at (minimum) 32” on center (O.C.)

1.11.1.7 Contractor shall exercise caution when inspecting, walking on, and repairing damaged roof deck areas.

1.11.1.8 No water will be allowed to pond on any re-roofed sections after the re-roofing is complete.

1.11.1.9 Contractor shall protect interior contents of building during demolition and construction phases.

1.11.1.10 Contractor shall provide a one year warranty with no dollar limitation on repairs, modifications or replacements made to the existing structural concrete decking.

1.11.1.11 In the event of an unforeseen roofing system failure, resulting in leak(s), structural or material damage and/or failure to any part of the EPDM roof and/or the EPDM system, the Contractor shall provide on-site assistance to the Government to remedy the failure, no more than 36 hours after receiving written and/or verbal notice from the Government.

1.11.1.12 In the event that the Contractor is determined to be responsible, in whole or in part, for an unforeseen roofing system failure, the Contractor will be responsible for those costs associated with the repairs and/or replacement necessary to remedy the failed roofing system within terms of the required Warranties submitted for this project.

1.11.1.13 Contractor shall provide one set of red-lined drawings showing any changes to the physical roof environment, that are a result of the demolition of the existing BUR roofing assembly, and replacement with a new EPDM roof and components. Changes such as removal and/or moving of existing roof mounted equipment, or addition of new roof mounted equipment, changes to roof drainage patterns, quantities and/or drain locations, access ladders, roof vents, etc., shall require the Contractor to provide red-lined drawings.

1.11.1.14 No new red-line sets are required for in-kind replacement of the existing EPDM (Building 72) roofing system or the replacement of 4 ply BUR with a complete new EPDM roofing system install (Building 75). Addition of new, or replacement of existing materials, such as ISO insulation or ½ inch roof boards need only to be called out as general notes and dated on the supplied Government drawings.

1.11.1.15 The Contractor shall supply only cast iron drains and cast iron domes at B75 and B72 at existing drainage device locations to be re-used.

1.1.2 WARRANTIES

1.12.1 EPDM Roof Manufacturer Warranty: Furnish the EPDM roof manufacturer's 20 year limited roof system materials and installation workmanship warranty, including:

materials, labor, flashing, miscellaneous components, trim, and accessories necessary for a watertight roof system construction. Make warranty directly to the Government, commencing at time of Government's acceptance of the roof work.

1.12.2 If the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification, emergency temporary repairs performed by others does not void the warranty.

1.12.3 Continuance of Warranty

Repair or replacement work that becomes necessary within the warranty period must be approved, as required, and accomplished in a manner so as to restore the integrity of the roof system assembly and validity of the EPDM roof system manufacturer warranty for the remainder of the manufacturer warranty period.

PART 2: GENERAL INFORMATION

2.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK:

The Contractor shall be required to commence work under this contract within 21 calendar days after the date the Contractor receives the notice to proceed, prosecute the work diligently, and complete the entire work ready for use not later than 140 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

2.1.1SEQUENCE OF WORK:

2.1.1.1 Submission by Contractor and approval by Government of all project required submittals 14 days prior to project kick-off meeting.

2.1.1.2 Demolition and disposal of existing rooting system.

2.1.1.3 Review existing roof decks condition with RIA DPW COR.

2.1.1.4 Construction/installation of new adhered complete EPDM membrane roofing systems at Buildings 75 and72.

2.1.1.5 Final project cleaning at all roof areas.

2.1.1.6 If required, provide general noted and dated red line drawing(s) after the construction is completed (prior to final payment).

2.2 SPECIAL CONDITIONS:

2.2.1 Staging Area: Location and job site conditions to be determined at pre-construction meeting with RIA DPW COR.

2.2.2 Construction Schedule and Closure Periods: Construction schedule and any closure period conditions to be determined at pre-construction meeting with RIA DPW COR.

2.2.3 Access and Working Hours:

2.2.3.1 Work hours at Rock Island Arsenal are Monday through Friday between 0600 and 1700 hours, excluding Federal holidays. The Contractor’s schedule may deviate from these hours when approved by the COR.

2.2.3.2 The Federal Holidays are: New Year's Day, January 1; Martin Luther King Day, 3rd Monday in January; President's Day, 3rd Monday in February; Memorial Day, last Monday in May; Independence Day, July 4; Labor Day, 1st Monday in September;

Columbus Day, 2nd Monday in October; Veteran's Day, November 11; Thanksgiving Day, 4th Thursday in November; Christmas Day, December 25.

2.2.3.3 If a holiday falls on Saturday, the preceding Friday is a holiday. If a holiday falls on Sunday, the following Monday is a holiday.

2.2.4 Utilities: Government furnished utilities will be provided as required.

2.2.5 Miscellaneous: All site condition information provided by the Government shall be field verified by the Contractor.

2.3 CONTRACTOR MANPOWER REPORTING (CMR):

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report ALL Contractor manpower (including subcontractor manpower) required for performance of this contract. The Contractor shall supply all the information in the format using the following web address https://Contractormanpower.army.pentagon.mil.

The required information includes: (1) Contracting Office, Contracting Officer, or also known as the Contracting Officer’s Representative (COR); (2) Contract number, including task and delivery order number; (3) Beginning and ending dates covered by reporting period; (4) Contractor's name, address, phone number, e-mail address, identity of Contractor employee entering data; (5) Estimated direct labor hours (including sub- Contractors); (6) Estimated direct labor dollars paid this reporting period (including sub- Contractors); (7) Total payments (including sub-Contractors); (8) Predominant Federal Service Code (FSC) reflecting services provided by Contractor (and separate predominant FSC for each sub-Contractor if different); (9) Estimated data collection cost; (10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the Contractor with its UIC for the purposes of reporting this information); (11) Locations where Contractor and sub-Contractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website); (12) Presence of deployment or contingency contract language; and (13) Number of Contractor and sub-Contractor employees deployed in theater this reporting period (by country). As part of its submission, the Contractor shall provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period shall be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year. Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a Contractor’s system to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the XML direct transfer may be downloaded from the website.

PART 3: SECURITY

3.1 OPERATIONS SECURITY (OPSEC) REVIEW:

3.1.1 AT Level I training. All Contractor employees, to include sub-contractor 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. The Contractor shall submit certificates of completion for each affected Contractor employee and sub-contractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 5 calendar days after completion of training by all employees and sub-contractor personnel.

3.1.2 Access and general protection/security policy and procedures. Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office.

Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, 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 facility or installation change, the Government may require changes in Contractor security matters or processes.

3.1.3 For contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3.1.4 iWATCH Training. The Contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity (ATO). This locally 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 30 calendar days of contract award and within 5 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

3.1.5 For contracts that require OPSEC Training. Per AR 530-1 Operations Security, the Contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

3.1.6 RIA specific provision/clause language:

3.1.6.1 A non-disclosure agreement will be signed by the Prime Contractor before report/start date of contract.

3.1.6.2 All Training will be face to face, conducted on RIA. Any conflicts with training locations/performance will be directed by the project COR.

3.1.6.3 Contractors, sub-contractors will be escorted by the COR in areas where they may be exposed to classified and/or sensitive materials. All Contractor employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials. The Vendor will coordinate with the COR and/or the facility security office for access when required.

3.1.6.4 Building Stand-Off: All occupied buildings on Rock Island Arsenal require a 40 feet stand-off by all vehicles and equipment. At no time will unoccupied vehicles, equipment or tools/tool boxes be left unattended within 40 feet of installation buildings.

3.1.6.5 All personnel requesting access to Rock Island Arsenal will only enter through a manned and operational Access Control Point and present a United States National or State issued identification that is capable of being scanned for valid entry. All Contractor and Contractor employees' vehicles, equipment, and packages are subject to inspection or examination (search) at entry/exit of the Rock Island Arsenal. Only authorized individuals that pass a screening and vetting process will be permitted access. All Contractor and subcontractor personnel will be required to submit the required identification credentials and must receive a favorable background check as conducted through the National Crime Information Center (NCIC) Interstate ID Index (III) to gain access and work on the installation.

PART 4: ROCK ISLAND ARSENAL SUPPLEMENTAL GUIDANCE

4.1 EMERGENCY MANAGEMENT CONTRACTOR ORGANIZATION AND

CONTRACTOR REQUIREMENTS: All Contractors working on RIA must comply with Department of Army Pamphlet 525-27, "Army Emergency Management Program," Army Regulation 525-27, "The Army Emergency Management Program," and Department of Defense Instruction number 6055.17, "DoD Installation Emergency Management Program." The Army Emergency Management Program serves as the single integrated emergency management program for the planning, execution, and management of response efforts (designed or intended) to mitigate the effects of an all-hazard incident, to include but not limited to, natural, manmade, and technological disasters, chemical, biological, radiological, nuclear, and high-yield explosive (CBRNE) incidents and accidents on or affecting Army installations, facilities, and/or activities.

4.1.1 Contractor Organizations:

4.1.1.1 All Contractor organizations must participate in the installation quarterly Protection Working Group. To attend this working group, contact the Garrison DPTMS Plans and Operations Office.

4.1.1.2 Contractor organizations must comply with the installation emergency guide and Building Marshal Warden Program and write supplemental plans that describe actions to take specific to the area the Contractor organization occupies to include but not limited to shelter locations, evacuation points, communication plan and points of contact. The installation emergency guide can be used as a template for this plan. Building Marshal Warden Program Manager can be contacted through the Installation Fire Department

(309) 782-6107.

4.1.1.3 Contractor organizations must provide Facility Emergency Response Plans to the installation Emergency Manager that will be included into the installation Emergency Management Plan.

4.1.1.4 All contractor organizations must support Public Health Emergency Officer policy and guidance relating to the integration of health surveillance requirements within operational/installation decision support schemes.

4.1.1.5 All contractor organizations must comply with installation policies; applicable federal, state, and local laws; regulations; and Executive Orders

4.1.1.6 All contractor organizations must ensure that non-DOD HAZMAT is not stored, treated, or disposed of on the installation unless approved by the Office of the Assistant Secretary of the Army for installations, Energy and Environment, his or her designee, or higher authority.

4.1.1.7 All contractor organizations must assess the long-term resource impacts of all environmental agreements in coordination with the acquisition community. Coordinate resource implications for agreements through command channels as appropriate prior to approval.

4.1.2 Contractors:

4.1.2.1 All contractors must comply with installation emergency procedures as defined in the installation emergency guide and facility emergency response plans. This includes compliance with all emergency communications instructions provided through official channels to include the outdoor speaker system (Giant Voice), AtHoc alert system, building notification systems (Little Voice), or Building Marshal Warden’s.

4.2 FIRE PREVENTION AND SAFETY:

4.2.1 The Contractor and any associated sub-contractors shall as part of this contract comply with all applicable federal laws (Title 15 USC 272) pertaining to the use of technical standards that are developed or adopted by voluntary consensus bodies such as the National Fire Protection Association (NFPA). Current National Fire Codes are published by the NFPA www.nfpa.org. Current “International” codes are published by the International Code Council (ICC) www.iccsafe.org Additional DoD mandated standards are published as Unified Facilities Criteria (UFC’s) www.wbdg.org/references/pa_dod.php.

4.2.2 Fire Prevention Program. The Contractor and any subordinate sub-contractor(s) shall comply with the most current edition of the RIA Program for Fire and Emergency Services referenced as the “RIAR 420-2 Rock Island Arsenal Program for Fire and Emergency Services” and can be obtained by contacting the installation fire department at (309) 782-6107.

4.3 ENVIRONMENTAL PROTECTION:

4.3.1 Regulations and Laws. Contractor shall comply with all Federal, State, and local laws, regulations, and standards. All environmental protection matters shall be coordinated with the Contracting Officer or his designated representative. The Environmental Coordinator's Office will review questions on environmental compliance, and provide guidance as needed. In case of an environmental event or disaster, the Contractor shall comply with the Government's emergency services plan.

4.3.2 Compliance Requirements. Any of the facilities operated by the Contractor may be inspected by the Contracting Officer or his designated representative, the RIA Environmental Coordinator, or other Regulatory Officials on a non-notice basis. Access for inspection by all authorized personnel shall be granted upon request.

4.3.3 Citations. Citations/Fines for non-compliance with environmental standards on Government facilities operated by the Contractor are a matter for resolution through the Environmental Coordinator's Office and between the RIA Garrison Commander and the issuing office of EPA or State of Illinois Regulatory Authorities. If the citations/fines are issued due to faulty operation or maintenance practices, the Contracting Officer shall deduct the fine from any monies due the Contractor.

4.4 ENERGY CONSERVATION: Contractor shall operate all shops, buildings, structures, and areas included in the performance of this contract in an energy efficient manner to preclude waste of Government furnished utilities and fuels. Temperatures in all Contractor areas will be maintained at specified RIA standards.

4.4.1 Compliance Requirements: Compliance with the RIA energy conservation requirements includes, but is not limited to:

http://www.wbdg.org/references/pa_dod.php

4.4.1.1 Training personnel to conserve energy by turning off unneeded equipment and utilities.

4.4.1.2 Use of lights only in areas where work is actually being performed.

4.4.1.3 Water faucets or valves shall be turned off after required usage has been accomplished.

4.4.1.4 Complying with water bans imposed by local, State, or Federal Agencies.

4.4.1.5 All engines in vehicles parked for more than two (2) minutes will be shut off.

4.4.1.6 Providing a designated representative, for each building or area permanently occupied by Contractor personnel, who may be contacted regarding unnecessary operation of lights, machinery, or heating/cooling systems.

4.4.2 Inspection Requirements. General area inspections for energy consumption deficiencies shall be granted on request. Any of the facilities operated by the Contractor may be inspected by the DPW Energy Engineer on a non-notice basis.

4.5 HAZARDOUS/SPECIAL WASTE DISPOSAL: Handling or disposing of hazardous or special waste generated by the Contractor in the performance of this contract, shall be submitted to the Environmental Coordinator’s Office for turn into DLA. Handling or disposing of hazardous or special waste generated by the Contractor in maintenance of Contractor owned equipment shall be the responsibility of the Contractor. Contractor shall dispose of it at an approved site off RIA. All disposal procedures will be IAW Federal and State EPA regulations. A copy of any paperwork, including manifests, shall be forwarded to, Environmental Coordinator’s Office, RIA.

4.6 SPACE ASSIGNED/OPERATED: As required in performance of the requirements of this contract. Contractor shall be required to maintain such space (both assigned and operated) in a clean and orderly manner. Each area shall be equal to or better than when it was occupied by the Contractor. Any Contractor configuration changes to such space cannot be made without the expressed written consent of the Contracting Officer. All approved configuration changes will be made at the Contractor's expense. Conversely, the Contractor will, at its own expense, restore this space to its original configuration upon completion of the contract.

PART 5: DEFINITIONS: N/A

PART 6: APPLICABLE PUBLICATIONS:

6.1 The Contractor must abide by all applicable regulations, publications, manuals, and local policies and procedures referenced in the SOW including all Attachments. 6.2

PRECEDENCE

6.2.1 RESOLUTION OF CONFLICTING CRITERIA: In the event of conflict between References and/or Applicable Military Criteria, the most stringent criteria will apply, unless otherwise specifically noted in the scope of work, or as directed by the COR.

PART 7: APPENICES

7.1 Appendix A: Building 75 Roof Drawings:

7.1.1 Attachment # 1- Roof Plan and Details of Building B75

7.1.2 Attachment # 2- B75 Location and Vicinity Map.

7.2 Appendix B: Option 1: Building 72 Roof Drawings:

7.2.1 Attachment # 1- B72 Vicinity Map

7.2.2 Attachment # 2- Roof Plan of Building B72

7.2.3 Attachment # 3- Section

7.2.4 Attachment # 4- Existing Conditions

7.2.5 Attachment # 5- Existing Roof Details

7.2.6 Attachment # 6- Existing Roof Details

7.2.7 Attachment # 7- Existing Roof Details

7.3 Appendix C: Arial View BLDG 75 Equipment to Remove

7.4 Appendix D: Section 07530 REV Elastomeric Roofing (EPDM)

7.5 Appendix E: Asbestos Report

END