B104_Roof_SOW_Rev__01Apr2016.pdf

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels

Rock Island Arsenal Scope of Work

PR #2015-5365

Re-Roof Building 104 February 19, 2016 FINAL 01 April 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

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels

PROJECT SUMMARY:

The scope of this project is to provide a total replacement of the approximate +/- 52,500 square feet (sf) of deteriorated 3 tab asphalt shingle roofing and +/-750 sf of deteriorating low slope Ethylene Propylene Diene Monomer (EPDM) roofing. The project location is Building 104 on Rock Island Arsenal (RIA), Rock Island, IL. The roof shall be replaced with an entire new roofing system comprised of pressure formed aluminum-zinc alloy coated steel. Exposed surfaces shall have a ceramic coated stone granule protective coating. The Contractor shall also provide in-kind replacement of two EPDM membrane low slope roofs of approximately 750 sf (+/- 374 sf each). The Contractor shall provide complete demolition and disposal of all existing EPDM roofing and composition shingle roofing materials. The square footage for complete demolition and re-roof of Building 104 is approximately 53,250 sf.

PART 1: SPECIFIC PROJECT

1.1 PROJECT DESCRIPTION: The scope of this project consists of the demolition and disposal of approximately +/- 52,500 sf of deteriorating composition asphalt shingle roofing (composition shingle) and all associated composition shingle roofing system components on the main (steep slope gable) roof of Building 104. After demolition and disposal of accessories of the main building asphalt roof shingles is completed, and any necessary roof deck system repairs are made, installation of a complete new mechanically fastened random pattern stamped metal interlocking panel, granule coated shingle roofing system and all system manufacturer required roofing accessories including ½ inch class A fire rated roof boards installed over all existing main roof sloped roof deck. The main building re-roofing component is a replacement of the existing, deteriorated composition shingle roofing system for a new random shingle pattern stamped metal, granule coated panel system. As a simple roofing material change (no structural changes), no new design build documentation or engineering is required for installation of the new stamped metal panel shingle roofing system.

The low slope EPDM component is an in-kind replacement of two existing +/- 374 sf low slope EPDM roofs over two three story building extensions on the south end of the east and west wings of Building 104. After demolition, disposal, and any necessary repairs, each existing low slope roof is to be provided with a new, fully adhered 60 millimeter (EPDM) single membrane roofing system and all associated manufacturer require roofing system components. This is an in-kind replacement that includes new closed cell (3” minimum) rigid foam roof insulation and ½ inch class A fire rated roof boards, on all low slope roof surfaces.

Demolition and disposal of two existing +/- 374 sf low slope EPDM roofs over two three story building extensions on the south end of the east and west wings of Building 104.

After demolition, disposal and any necessary repairs, each existing low slope roof is to be provided with a new, fully adhered 60 millimeter (EPDM) single membrane roofing

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels system and all associated manufacturer required roofing system components including new closed cell (3” minimum) rigid foam roof insulation and ½ inch class A fire rated roof boards, on all low slope roof surfaces. The low slope roof re-roof component of this project is also an in-kind replacement with the two low slope roof surface areas being re-roofed with a new glue down sheet plastic product (EPDM) system.

As part of the low slope roof renovation, the existing metal fascia/gutter/downspout assembly will be removed and replaced in kind with a new metal fascia/gutter/downspout assembly, matching the original as closely as possible. The main building (steep slope) metal clad cornice and face mounted gutter system are to remain as is. The two secondary low slope roofs and the deteriorating main (gable) roof to be demolished and re-roofed consist of the entire third story roofs of Building 104 located at Rock Island Arsenal (RIA). See attached B104 PLANS, SECTION, DETAIL DRAWINGS, Drawing # 1.

1.1.2 The scope of this project requires the Contractor to provide complete demolition, removal and disposal services for the currently installed asphalt composition shingle system and all existing roofing system components. In addition, the Contractor shall supply complete demolition, removal and disposal services for the two currently installed low slope EPDM roofing systems and all existing EPDM roofing system components.

The Contractor shall properly identify and dispose of any found hazardous materials during the demolition phase. A current asbestos sampling/testing report for Building 104 roof is included with this Scope of Work (SOW). The Contractor is required to provide all labor, equipment and materials necessary to accomplish all project related demolition 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 2x6 roof decking after demolition and disposal of the existing composition and EPDM roofing and all associated roofing components, after cleaning of the exposed existing decking materials. The Contractor is to perform this roof decking inspection and evaluation with the RIA Project COR prior to starting any re-roofing installation.

1.1.4 As a separate Unit Cost line item, the Contractor shall provide a cost, per square foot, to repair and replace 500 sf of existing damaged structural 2x6 Tongue & Groove (T&G) wood 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 2x6 T&G wood roof deck replacement and/or repair will be adjusted (plus or minus) by the difference in actual area of 2x6 T&G wood deck replaced and/or repaired from the 500 sf bid, times the Contractor provided

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels unit costs.

1.1.5 As a separate Unit Cost line item, the Contractor shall provide a cost, per linear foot, to repair and replace 200 linear feet of existing damaged metal gutter. The Contractor shall base costs on repair and replacement of multiple, non-adjacent gutter sections, as indicated by inspection of the entire gutter system. The Contractor shall monitor and record linear footage of each damaged gutter section repaired, and shall provide written documentation recording quantities and necessary repairs, to the COR immediately upon completion of each repair. All roof gutter piping is mounted on the building metal cornice and is exposed on the outside of the existing building. Final cost for roof gutter piping replacement will be adjusted (plus or minus) by the difference in actual length of gutter piping replaced from the 200 linear foot bid, times the Contractor provided unit costs.

1.1.6 The Contractor shall provide and install, at the steep slope main roof, a complete new water proof random shingle pattern stamped metal interlocking, granule coated, panel roofing system with all new associated components, as required per the metal 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: all required flashing/counter-flashing, edge metal, trim, pitch pockets, adhesives, sealants, roof drains, mechanical fasteners, any reglet devices at stone gable roof parapet walls, any manufacturer required construction 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 to be included is all water proofing hardware and any other flashing components as required, per the metal roofing manufacturer’s details and specifications, in order to insure proper performance, water tightness and warranty maintenance.

1.1.7 The Contractor shall provide and install as an in-kind replacement to the two existing low slope EPDM roofs, providing two complete new 60 millimeter EPDM membrane roofing systems (new roof sheathing, class A roof boards, elastomeric membrane, 3” isocyanurate (ISO) foam board insulation) 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 drain locations. All water proofing hardware and any other flashing components as required, are to be per the EPDM roofing manufacturer’s details and specifications, in order to insure proper performance, water tightness and warranty maintenance.

1.1.8 The Contractor shall replace all existing metal gutter/cornice/downspout assemblies and similar decorative trim. The new gutter/cornice/downspout assembly must be fabricated out of the same gauge, profile and material finish metal shall be as physically similar to the original as possible. The new roofing components shall consist of: all new metal gutter/cornice/downspout assembly, all required flashing/counter-flashing, edge metal, trim, pitch pockets, adhesives, sealants, roof drains, mechanical

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels fasteners, any manufacturer required construction or expansion joints and all other similar through roof mountings, penetrations or surface mounted items.

1.1.9 As a separate Unit Cost line item, the Contractor shall provide a cost, per linear foot, to repair and replace 100 linear feet of existing damaged metal downspout piping.

The Contractor shall base costs on repair and replacement of multiple, non-adjacent downspout sections, as indicated by inspection of the damaged piping. Contractor shall monitor and record linear footage of each damaged downspout section repaired, and shall provide written documentation recording quantities and necessary repairs, to COR immediately upon completion of each repair. All roof downspout piping is exposed on the outside of the existing building. Final cost for roof downspout piping replacement will be adjusted (plus or minus) by the difference in actual length of downspout piping replaced from the 100 linear foot Base Bid, times the Contractor provided unit costs.

1.1.10 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 using the new EPDM roofing system components and ISO foam material.

1.1.11 The two low slope roofs have existing roof drainage locations that shall be re-used. The Contractor shall dispose of any existing roof drains and provide all new roof drains to replace existing. New roof drains shall be designated by the drain manufacturer as specifically for use with a new EPDM fully adhered membrane roofing system and shall be installed per the roofing system manufacturer’s details and specifications. The roof drain installation shall be in accordance with all requirements necessary to meet and maintain the EPDM roofing manufacturer’s 20 year Labor and Material warranty.

1.1.12 The Contractor shall provide ½ inch class A one hour fire rated roof boards, installed per manufacturer’s specifications and details, over the entire project roof deck areas- include entire steep pitch roof areas and low slope roof areas (approximately +/- 53,250sf).

1.1.13 The Contractor shall provide to the Government a roofing system manufacturer’s new metal shingle roof with 50 Year Limited Warranty on Labor and Materials and Manufacturing Workmanship as described in attached Specification 07 41 13 Metal Roof Panels, section 1.7.1.

1.1.14 The Contractor shall provide to the Government a 3 Year Labor Warranty from the date of acceptance of installation.

1.1.145 The Contractor shall provide an EPDM roofing manufacturer’s 20 Year Warranty Labor and Materials as described in attached Specification 07 41 13 Metal Roof Panels, section 1.7.2.

1.2 SPECIAL SERVICES/REQUIREMENTS:

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels

1.2.1 Steel Roofing Panels - General Requirements (approximately +/- 52,500sf)

1.2.1.1 Material: Panels shall be formed from rust inhibitive alloy coated steel.

1.2.1.2 Finish: Shall be ceramic or natural stone coated colored chip finish (top surface of shingle panel).

1.2.1.3 Impact rating: Shall be Class 4.

1.2.1.4 Wind uplift rating: Shall be 120 miles per hour

1.2.1.5 Metal roof manufacturer’s 50 Year Limited Warranty, no dollar limit roof system materials and installation workmanship including materials and manufacturing workmanship. labor, flashing miscellaneous components, trim and accessories necessary to provide a water proof installation.

1.2.2 The requirements under this project have been developed in consultation with the Illinois State Historic Preservation Office (IL SHPO). Any proposed changes to this SOW must be submitted to the RIA Department of Public Works (DPW) for consultation with the IL SHPO. 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 (CD’s) of Building 104, the purpose of these CD’s 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.

1.3 BID STRUCTURE

1.3.1 BASE BID: Includes all work as described in this SOW and Attachments. The Contractor shall provide a total replacement of the approximate +/- 52,500 square feet

(sf) of deteriorated three tab composition asphalt shingle roofing and +/-750 sf of

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels deteriorating low slope EPDM roofing. The three tab composition asphalt shingle roof shall be replaced with an entire new roofing system comprised of pressure formed aluminum-zinc alloy coated steel. Exposed surfaces shall have a ceramic coated stone granule protective coating. The Contractor shall also provide in-kind replacement of two EPDM membrane low slope roofs of approximately 750 sf (+/- 374 sf each). The Contractor shall provide complete demolition and disposal of all existing EPDM roofing and composition shingle roofing materials. The square footage for complete demolition and re-roof of Building 104 is approximately 53,250 sf.

1.3.2 UNIT COST:

1.3.2.1 Wood Deck: Shall provide a Unit Cost to replace 500 sf of T&G wood deck.

Refer to section 1.1.4 for details.

1.3.2.2 Galvanized Steel Surface Mounted Gutter: Shall provide a Unit Cost to replace 200 linear feet of existing damaged galvanized steel surface mounted gutter. Refer to Section 1.1.5 for details.

1.3.2.3 Roof Gutter Downspout Piping: Shall provide a Unit Cost to repair and replace 100 linear feet of existing damaged roof gutter downspout piping. Refer to Section 1.1.9 for details.

1.4 BID OPTIONS: N/A

1.5 ELECTRONIC GRAPHICS: Government will provide electronic drawings and photographs as separate file attachments to the Project Bid Package.

1.5.1 ELECTRONIC Government Drawings will be provided as a separate file attachment to the Project Bid Package, and contains three separate drawings.

File: B104 PLANS, SECTION, DETAIL DRAWINGS

1.5.1.1 Drawing # 1- Roof Plan of Building 104 showing extents of

PR2015-5365 SOW.

1.5.1.2 Drawing # 2- Building schematic section & cornice detail

1.5.1.3 Drawing # 3 Vicinity map & typical floor plan

1.5.2 ELECTRONIC Government photographs will be provided as a separate file attachment to the Project Bid Package, and contains three separate photographs.

File: B104 3 STORY ADDITION PHOTOS

1.5.2.1 B104-1- Elevation of Building 104 showing B104 3 story addition roof

1.5.2.2 B104-3- 3 story addition showing cornice detail

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels

1.5.2.3 B104-6- 3 story addition roof/cornice details

1.6 SPECIFICATIONS:

1.6.1 Contractor shall comply with: Unified Facilities Guide Specifications (UFGS) pertaining to the project, in particular sections: Metal Roof Panels, Section 07 41 13;

Demolition, Section 02 41 00; and Reference Publications, Section 01 42 00. Files noted in this section are attached as file: Pdf B104 SPECS.

Specifications shall be the UFGS Army edition guide specifications unless otherwise indicated. The master UFGS can be accessed at the internet site, http://www.wbdg.org/ccb/ccb.php. This specification system uses the SpecsIntact program which can also be downloaded from this internet site. A tutorial is provided with the system. The Contractor shall make the COR aware of any conflicts between the UFGS and DPW Engineering Standards. 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 codes. 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: Submittals/Deliverables shall be received 14 calendar days prior to start of project.

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

1.7.1.1 Manufacturers complete Random Shingle Pattern Stamped Metal Panel roofing brochure including all required installation details, requirements and specifications.

1.7.1.2 Complete metal shingle roofing panel color chart.

1.7.1.3 EPDM roofing membrane: Manufacturers complete technical/installation and material specification brochures including all required installation details, and requirements.

1.7.1.4 Roof Boards: ½” class A roof boards

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

1.7.1,6 All adhesives, glue, tapes and sealants, fasteners and all other hardware required for roofing metal shingles or EPDM membrane installation.

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels

1.7.1.7, All metal flashing, counter-flashing, metal water proofing trim pieces etc. and raglets.

1.7.1.8 All metal fasteners, screws, anchors, etc. required for mechanical attachment of metal roof panels to roof decking – minimum size ¼” x 1-1/2”

1.7.1.9 Flexible flashing compounds and 3” ISO insulation.

1.7.1.10 Roof drains, gutter and downspout piping, connections, and sheet metal fabrications.

1.7.1.11 Miscellaneous plumbing fittings, vent pipes and connections.

1.7.1.12 All other items required for complete water proof installation of the two EPDM and one metal roofing systems.

1.7.2 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.

1.7.3 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.

1.7.4 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:

1.8.1 The existing asphalt shingle roofing and built up low slope roofing areas are deteriorating and need to be replaced.

1.8.2 Main Roof Area: see File: B104 PLANS, SECTION, DETAIL DRAWINGS. (3 drawings) Main roof area is approximately +/- 52,500 sf. Third floor low slope roof areas (2) are approximately +/- 750 sf total. Total Building 104 re-roof project is approximately 53,250 sf.

1.8.3 Existing Roof Construction:

1.8.3.1 Third story addition low slope roofs: EPDM roofing applied directly over wood framing and roof sheathing (no as-built Building104 EPDM roof construction document drawings exist). Contractor shall provide minimum 1/2” class A roof boards and

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels minimum three inch thick new ISO insulation over entire low slope roof decking surface at each location.

1.8.3.2 Third story roof (grade varies around building): Roof eave at approximately +/- 30 feet above finish grade; Main gable roof ridge at approximately +/- 40 feet above finish grade. Grade is highest on north side of building and slopes down to south side of building.

1.8.3.4 Main gable roof drainage is through roof eave edge surface mounted metal gutters to downspouts mounted on the side of the building, to storm sewer. Metal clad stone cornice with surface mounted gutters to remain on main building.

1.9 DEMOLITION:

1.9.1 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.

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

1.9.3 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.

1.9.4 Contractor shall provide all labor, material and equipment to completely remove and properly dispose of the existing asphalt shingle roofing assembly and all associated components from the third floor main roof and the two secondary third floor EPDM roofing assemblies. Removal of all existing main roof asphalt shingle composition materials shall be down to the surface of the exposed underlying 2x6 T & G wood roof deck. Removal of all existing EPDM roofing materials shall be down to the surface of the exposed underlying wood roof deck material.

1.9.5 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 not been tested for lead. The project area has been tested for asbestos, see separate attached file: B104 ASBESTOS.

1.9.6 After removal of all existing base project area (see B104 PLANS, SECTION, DETAIL DRAWINGS, Drawing #1) roofing and roofing component debris, the Contractor shall clean and prepare the work area, per roofing manufacturer’s details and specifications, to enable installation of a complete new random shingle pattern stamped metal panel interlocking roof system on the main roof and fully adhered. As well as the single ply 60 millimeter EPDM membrane roofing system including all manufacturers

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels required associated roofing components on the two secondary flat roofs.

1.9.7 Contractor shall remove all demolition debris from the RIA and dispose of it in accordance with specifications outlined in Section 1.6 of the SOW.

1.9.8 Recycle any demolition material which supports sound green principles.

1.9.9 Work area and materials have been tested and found positive for asbestos.

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.

1.10 NEW CONSTRUCTION

1.10.1 ADDITIONAL CONSTRUCTION REQUIREMENTS:

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

1.10.1.2 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.

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

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

where indicated for re-use.

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

1.10.1.6 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.)

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

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

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels

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

1.10.1.10 Contractor shall provide a one year warranty with no dollar limitation on repairs, modifications or replacements made to the existing 2x6 T & G wood decking.

1.10.1.11 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 roofing system and/or the metal panel shingle 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.

1.10.1.12 In the event that the Contractor is determined to be responsible, in whole or in part, for an unforeseen roofing system failure, he 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.

1.10.1.13 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 asphalt shingle roofing assembly, existing EPDM roofing and components, and replacement with a new stamped metal shingle roof and new EPDM roofs 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 red-lined drawings.

1.10.1.14 Contractor shall provide a minimum of 48” of Ice and Water Shield membrane continuous along all roof eaves.

1.10.1.15 Contractor shall provide a minimum of 48” of Ice and Water Shield membrane continuous along all gable ends from eave to ridge.

1.10.1.16 No new red-line sets are required for in-kind replacement of the existing EPDM and asphalt shingle roofing components. Addition of new 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.

1.10.1.17 Manufacturer’s Inspection. Manufacturer’s technical representative must visit the site a minimum of four times during the installation for purposes of reviewing materials installation practices and adequacy of work in place. Make inspections during the first 20 squares of roof panel installation, at mid-point of the installation, at the ¾ roof install complete, and at substantial completion, at a minimum. Additional inspections are required that follow-up inspections of previously noted deficiencies or application errors.

After each inspection, submit a report, signed by the manufacturer’s technical representative to the Contracting Officer within three working days. Note in the report

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels overall quality of work, deficiencies and any other concerns, and recommended corrective action.

Submit three signed copies of the manufacturer’s final field inspection report to the COR within seven days of substantial completion.

1.10.1.18 WARRANTIES

Provide metal roof system material and workmanship warranties meeting specified requirements.

1.10.1.18.1 Metal Roof Panel Manufacturer Warranty. Furnish the metal roof panel manufacturer's 50 Year no dollar limit Limited Warranty on materials and manufacturing workmanship 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. The warranty must state that, “if within the warranty period, the metal roof system, as installed for its intended use in the normal climatic and environmental conditions of the facility, becomes non-watertight, shows evidence of moisture intrusion within the assembly, displaces, corrodes, perforates, separates at the seams, or shows evidence of excessive weathering due to defective materials or installation workmanship, the repair or replacement of the defective and damaged materials of the metal roof system and correction of defective workmanship is the responsibility of the metal roof panel manufacturer. All costs (labor and material) associated with the repair or replacement work are the responsibility of the metal roof panel manufacturer and/or panel applicator. 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.”

1.10.1.18.2 Contractor to provide a 3 Year Labor Warranty, to include a no dollar limit warranty on labor. Make warranty directly to the Government commencing at time of Government's acceptance of the roof work. The warranty must state that "if within the warranty period, the metal roof system, as installed for its intended use in the normal climatic and environmental conditions of the facility, becomes non-watertight, shows evidence of moisture intrusion within the assembly, displaces, corrodes, perforates, separates at the seams, or shows evidence of excessive weathering due to defective installation workmanship, the correction of defective workmanship is the responsibility of the contractor. All labor costs associated with the repair or replacement work are the responsibility of the contractor. If the contractor 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."

1.10.1.18.2 Manufacturer's Finish Warranty: Provide a manufacturer's no-dollar-limit 50 year warranty for the roofing system. Issue the warranty directly to the Government commencing at the date of Government acceptance, warranting that

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels the factory color finish, under normal atmospheric conditions at the site, will not crack, peel, or delaminate; chalk in excess of a numerical rating of 8 when measured in accordance with ASTM D4214; or fade or change colors in excess of 5 NBS units as measured in accordance with ASTM D2244.

1.10.1.18.3 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 metal 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.

2.1.1 SEQUENCE 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 mechanically fastened, interlocking, light weight, random shingle pattern metal roofing system (at main roof) and new EPDM membrane low slope roofing system (two secondary roofs).

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.

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels

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

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels

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-contractor 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-contractor 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

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels 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 NCIC-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

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels 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. 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 the 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

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels 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.

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

PR# 2015-5365 Re-Roof Building 104 - Metal Shingle Panels

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

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…