Attachment 0001_2026-0215_Statement of Work (SOW)_07JUL2026.pdf

Rock Island Arsenal Scope of Work

PR #2026-0215

Repair Quarters 1 Driveways and Sidewalks

US Army Garrison‐Rock Island Arsenal

Directorate of Public Works Engineering and Services Division

AMIM‐RIP‐G

1 Rock Island Arsenal

Rock Island, IL 61299‐5000

Project # 2026-0215 Repair Quarters 1 – Driveways and Sidewalks

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PROJECT SUMMARY: The scope of this project consists of furnishing labor, equipment and material to fully grade and pave a new parking lot and repave the existing driveways and sidewalks around Quarters 1. The project also includes installing a new storm sewer system to improve drainage around the existing house. The project is located at the historic Quarters 1 mansion located on Rock Island Arsenal, Rock Island, IL.

1. PART ONE: SPECIFIC PROJECT

PROJECT DESCRIPTION: US Army Garrison – Rock Island Arsenal (RIA) is seeking a construction project to grade and pave a new parking lot and repave the existing driveways and sidewalks around Quarters 1. The Contractor shall provide construction services for this project. The premise for this project is to remove the existing pavement driveway and sidewalk pavement outlined in the “ER Sheets” in “Appendix A.” The contractor is required to re-grade the existing driveways to improve drainage and fix subbase issues. The existing sidewalks shall be realigned and re-graded to improve accessibility in the area. The contractor is required to grade and construct a new 166-foot by 129-foot parking lot located southwest of the house. A new storm system shall be installed at the southern point of the driveway circle and traverse northwesterly toward the northeast corner of Quarters 1 where it will turn and run west and tie into the existing manhole located near the northwest corner of Quarters 1. A new storm inlet shall be installed along the curb line south of the existing garage. This new storm sewer shall run to an existing manhole north of the existing garage. The existing storm sewer at the south driveway entrance of Quarters 1 shall be reconfigured and replaced to accommodate the larger turning radius going into the driveway. Two new inlets are to be installed at the southwest corner of the new parking lot. This storm sewer system shall run to the existing ditch south of the proposed parking lot. New trees shall be placed around the new parking lot and along the south driveway entrance to Quarters 1. A new water service shall be run from the existing 8-inch water main to the south side of Quarters 1. The existing roof drains on the north side of Quarters 1 shall be picked up and run to the new storm sewer system on the north side of the house. New landscaping shall be installed on the east side of Quarters 1 along with landscaping curb. All disturbed green space areas shall receive 6-inches of topsoil and hydro seeded. The project shall be constructed using the Iowa State Urban Design and Specifications Program (SUDAS) 2026. The technical criteria contained and cited in this Scope of Work (SOW) and all accompanying appendices shall establish the minimum construction standards for this project. The Contractor shall make the government aware in writing of any conflicts within these minimum standards by informing the Contracting Officer’s Representative (COR). The KO/COR reserves the right to determine how conflicting standards will be resolved. This project will require the following work activities:

1.1.1 The contractor shall perform all work and follow all specifications noted in

“Appendix A.”

1.1.2 Remove all the existing hot mix asphalt (HMA), Portland cement concrete (PCC) driveway pavement and sidewalk pavement in and around Quarters 1 including the East Entrance and South Entrance. The specific locations are noted in the “ER Sheets” of “Appendix A.”

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1.1.3 Clear and grub all specific trees and vegetation noted in the “ER Sheets” of “Appendix A.”

1.1.4 Remove the existing metal flag posts around the driveway circle.

1.1.5 Remove all handhole/sprinkler valve boxes noted in the “ER Sheets” of

“Appendix A.” Removal specifications can be found on “Sheet C.05” in said appendix.

1.1.6 Remove the existing landscape block wall found near the southeast corner of Quarters 1. See “Sheet ER.01” in “Appendix A” for location details.

1.1.7 Remove the existing water valve located off the existing 8-inch water main south of Quarters 1. See “Sheet ER.02” in “Appendix A” for specific location and details.

1.1.8 Abandon and cap the existing 2-inch water main service to Quarters 1. See “Sheet ER.02” in “Appendix A” for specific location and details.

1.1.9 Disconnect and remove the existing sprinkler control system located near the southwest corner of Quarters 1. Wires and service to be cut and abandoned 4 inches below finished grade.

1.1.10 Remove the existing chain-link railing on both sides of the sidewalk entrance to Quarters 1 on the east side of the house.

1.1.11 Remove and replace the northerly lane of Durnin Avenue at the south entrance to Quarters 1. See “Sheet ER.03” in “Appendix A” for specific location and details.

1.1.12 Relocate the existing street light pole located at the existing south entrance to Quarters 1. See “Sheet ER.03” in “Appendix A” for specific location and details.

1.1.13 Install a new reinforced PCC east entrance driveway. The driveway is initially 13-feet wide, 6-inch PCC on 6-inch modified subbase. See the proposed typical on “Sheet B.03” in “Appendix A” for more specific details.

1.1.14 Install a new reinforced PCC driveway circle. The driveway circle is 18-foot in width, 6-inch PCC on 6-inch modified subbase. A standard 6-inch curb (6-inch depth) shall be constructed on the inside of the circle. The curb shall be placed on a 6-inch modified subbase. A 6-inch corrugated PVC subdrain encompassed by crushed stone or pea gravel wrapped in engineering fabric shall be placed below the curb section around the inside of the driveway circle. Type 4 multiaxial geogrid shall be placed prior to placement of the subbase. See the proposed typical on “Sheet B.03” in “Appendix A” for more specific details.

1.1.15 Furnish and install new flag posts around the driveway circle. The proposed flag post typical can be found on “Sheet B.05,” locations can be found on “Sheet D.01” in “Appendix A” for construction specifics.

1.1.16 All proposed PCC sidewalks shall be 6-inches in depth placed on 6-inches of modified subbase. All sidewalks shall have 6” X 6” (10 gauge) welded wire fabric placed on steel chairs spaced on a 2-foot by 2-foot grid. All sidewalks shall be dark gray in color with a London Cobble Stone stamped pattern. The contractor shall submit an example of the pattern and color for approval by the project COR or engineer prior to placing the material.

1.1.17 Furnish and install all new storm structures and pipes shown in the “ST Sheets” of “Appendix A.” All pipe joints shall be gasketed and wrapped in engineering fabric. Concrete collars are accepted for connecting the proposed storm sewer to the new structure.

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1.1.18 Remove the existing above ground roof drains located on the east and north side of Quarters 1. At ground level, connect to existing roof drains and run new roof drains underground. Connect the new roof drains to the new storm sewer system.

See “Sheet ST.02” in “Appendix A” for storm sewer and roof drain specific details and locations.

1.1.19 Furnish and install a 1-inch PEX water service line off the existing 8-inch water main located south of Quarters 1. The new line shall be connected to Quarters 1 at the same location of the existing water service. Install a water service curb stop box “ball type” near the connection at the house.

1.1.20 Install a new reinforced PCC driveway along the south side of Quarters 1. The new pavement shall be 6-inches in depth placed on 6-inches of modified subbase.

The proposed curb section shall be a standard 6-inch curb, 18-inches wide placed on 6-inch modified subbase. Type 4 multiaxial geogrid shall be placed prior to placement of the subbase. A proposed typical cross section can be found on “Sheet B.04” in “Appendix A.” See “Sheet D.02” for location and details.

1.1.21 Build and install a new PCC parking lot. The new pavement shall be 6-inch PCC placed on 6-inch modified subbase. The bordering curb shall be a standard 6-inch PCC curb and gutter 18-inches in width placed on 6-inch modified subbase.

Typical joint spacing of 14-feet. The proposed curb shall be tied into the new pavement with steel reinforcement. Type 4 multiaxial geogrid shall be placed prior to placement of the subbase. See the proposed typical on “Sheet B.04” in “Appendix A” for more specific details.

1.1.22 Install a new reinforced PCC south entrance driveway. The driveway is 27 feet from back of curb to back of curb with two 12-foot lanes. The pavement shall be 6-inch PCC on 6-inch modified subbase. The proposed curb sections shall be a standard 6-inch PCC curb and gutter, 18-inches in width, placed on 6-inch modified subbase. Type 4 multiaxial geogrid shall be placed prior to placement of the subbase. See the proposed typical on “Sheet B.02” in “Appendix A” for more specific details.

1.1.23 Durnin Avenue shall have the north half of the road section in front of the south driveway entrance of Quarters 1 paved with new 7-inch PCC pavement placed on 6-inches of modified subbase. The west bound travel lane shall be 15 feet wide with a 2-foot-wide PCC curb and gutter section placed on a 6-inch modified subbase. Type 4 multiaxial geogrid shall be placed prior to placement of the subbase. See the proposed typical on “Sheet B.02” in “Appendix A” for more specific details.

1.1.24 The new parking lot shall be striped according to plan sheet D.02 and D.03 in “Appendix A.”

1.1.25 Furnish and install new signage for the handicap stalls in the new parking lot.

1.1.26 All green space areas shall receive 6-inches of topsoil. The topsoil along paved edges shall be placed even with the finished pavement. Areas that settle out will need to be fixed and more material brought in to ensure the final topsoil level is even with all hard surfaces. The contractor may be required to compact the topsoil to ensure settling is resolved prior to the completion of the project.

1.1.27 All green space areas shall be hydro seed, mulched and fertilized with type 1 permanent lawn mix.

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1.2 SPECIAL SERVICES/REQUIREMENTS

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

1.2.2 Disruption of the tenants and their missions shall be minimized. Any potential interferences with the tenants or the rest of the Rock Island Arsenal’s (RIA) services, personnel or entities shall be coordinated with the KO/COR in an effort minimize disruption. The contractor shall maintain continued access to all buildings in the area. Detour signs may be required. Fire and emergency service access to all adjacent buildings to the project must be maintained through the entire project.

1.2.3 The contractor shall submit a phasing plan of execution. A 2-week notice must be given to the Department of Public works prior to any temporary closure or change in plan.

1.2.4 This project shall be constructed in accordance with the 2026 edition of the SUDAS Specifications unless otherwise noted.

1.2.5 It shall be the responsibility of the contractor to protect all existing utilities and paved streets, including any not shown on these drawings. The contractor shall verify all existing utilities prior to construction and notify the engineer of record and department of public works if any conflicts with the drawings occur. Any damage to existing utilities caused by trenching and grading operations shall be repaired at the contractor's expense. Existing utility locations shown on the drawings are approximate. It is possible that there are other utilities whose existence is presently not known or shown. It shall be the contractor's responsibility to determine the type and location of underground utilities and to avoid damage thereto. Minor conflict with underground utilities that are abandoned but not removed by the owner of the utility shall be removed as necessary for the construction of the project by the contractor. Removal shall be incidental to the job.

1.2.6 The contractor shall be responsible for field verifying all existing utility locations including but not limited to storm sewer, sanitary sewer, manholes, gas mains, fiber optic duct banks, water mains, electrical and telecommunications.

1.2.7 The Department of Public Works (DPW) shall have access to the project for construction and to make extensions or adjustments of services.

1.2.8 All unsuitable material and construction debris resulting from construction operations shall be properly disposed of off-site in accordance with local, state and federal guidelines.

1.2.9 It shall be the contractor's responsibility to provide waste areas or disposal sites for excess or undesirable material. This material is not to be incorporated in the work involved in this project. Overhaul will not be accepted on this project.

1.2.10 The contractor shall prevent silt and debris from entering storm sewers and culverts and shall remove any such material that enters them. Care shall be taken to prevent storm water from undermining the pavement during construction. If areas become undermined, the contractor will be repaired in a manner acceptable to the engineer/KO/COR representative. Pressure grouting may be required.

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1.2.11 The contractor shall be responsible for keeping adjacent streets free from excessive build-up of soil and/or granular material from the project. The contractor shall clean excess soil and other material from the adjacent streets as required by the engineer/KO/COR representative. Any damage done to existing streets shall be repaired at the contractor's expense.

1.2.12 The contractor shall take measures to prevent the spread of dust from the construction areas and haul routes, which include the application of water as directed by the engineer/KO/COR representative. This work shall be considered incidental to earth excavation.

1.2.13 When not initiated at an existing joint, removal of existing concrete pavement, asphalt or concrete drives and sidewalks shall be initiated with full depth saw cuts, exercising extreme care to avoid surface breaks and spalling. If surface breaks or spalling occur, additional removal and replacement shall be made at the contractor's expense. The cost of saw cuts shall be considered incidental to the cost of construction.

1.2.14 Special care shall be taken forming at intersections so that the profiles and grades obtained are as shown on the plans and grade sheets. Short lengths of forms or flexible forms may be necessary at these locations.

1.2.15 All PCC pavements shall utilize an Iowa DOT C-4 mix unless hand forming is required and at that point the contractor may use a C-4WR-C15 mix. A compressive strength of 3,500 psi at 14 days and 4,000 psi at 28 days is required.

No C-SUD mixes.

1.2.16 The contractor shall notify the engineer immediately if any discrepancies are encountered between the plans and specifications and the existing filed conditions. Work warranting a change in scope shall be submitted to the KO/COR within 30 days of notice or the contractor will forfeit rights to compensation for the work.

1.2.17 Pumping ground water and/or storm water from open trenches shall be considered incidental to the contract.

1.2.18 Construction staking shall be the responsibility of the contractor. The contractor and survey crew and company shall be considered competent and responsible for reporting any discrepancies or unforeseen project errors before and during construction staking to ensure blunders and misinformation is not constructed in the field. If an apparent error in the design is discovered during construction staking of the project, the contractor and or survey crew and company shall cease construction and report it to KO/COR immediately so the error may be corrected as soon as possible. Any lost work time, labor or equipment fee will not be paid during work stoppage due to unforeseen errors.

1.2.19 Machine controlled grading is required on this project.

1.2.20 All existing storm and sanitary information shall be considered a reference and is the responsibility of the contractor verify in the field prior to construction.

1.2.21 The contracting authority reserves the right to keep any/all removed material that includes but is not limited to manholes and storm sewer pipe. If the contracting authority elects not to keep removed material, the material becomes the property of the contractor and is responsible for the disposal/removal from the project.

1.2.22 No overhaul on this project.

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1.2.23 A pipe laser shall be used on storm and sanitary sewer to verify line and grade.

1.2.24 SUDAS specifications 4060 Cleaning, Inspection and Testing shall be enforced on this project. Video inspectors shall be NASSCO, PACP certified.

1.2.25 Manhole castings shall be 2-piece fixed castings. All castings shall comply with

SUDAS Figures SW-601 and SW-602. Concrete box outs for manholes in P.C.C.

paving shall comply with SUDAS Figure PV-103. Concrete box outs for manholes in hot mix asphalt paving shall comply with figure PV-201. All manholes shall be gasketed.

1.2.26 The contractor shall work/grade around trees not noted for removal. The objective is not to harm any existing tress that do not need to be removed.

1.2.27 The contractor shall submit a Storm Water Pollution Prevention Plan (SWPPP) to the KO/COR or project engineer, prior to the commencing of the project.

1.2.28 The contractor shall provide all labor, equipment and material required to execute the SWPPP.

1.3 BASE BID

The Base Bid consists of providing all labor, equipment and material required for constructing, regrading and paving Quarters 1’s driveways, parking lot and sidewalks around the historic house. Work includes, but is not limited to, all the information noted in this document and the plan sheets found in “Appendix A.” This project shall be a working day contract. The contractor is allowed 120 working days to complete the project. The definition of a working day is defined in the SUDAS Specifications 1080.

Failure to complete the project in the allotted 120 working days will result in a deduction at the liquidated damages rate of $1,000.00 (one thousand dollars) per working day until the project is completed.

1.4 ELECTRICAL CONSTRUCTION

1.4.1 All electrical work required for the project can be found in the “E Sheets” found in the plan set of Appendix A.

1.4.2 The electrical demolition drawing(s) showing existing condition have been prepared based on field observation and existing drawings. additional components may exist which do not show, and such items shall be dealt with in a manner similar to those items which do show.

1.4.3 The contractor shall thoroughly familiarize with the existing electrical system(s) which will be affected by the demolition work. contractor shall obtain permission from the contracting officer's representative to shut off services or systems which may affect other areas beyond the limits of the immediate demolition area.

1.4.4 Panelboards, disconnects, fixtures, wiring devices, signal devices, etc., shown on plans shall be removed unless noted with "p" in which case the existing equipment shall remain. When removal of existing materials causes voids in existing cover plates or uncovered junction boxes, etc., provide solid finished covers that protect the void or opening and match the surrounding areas as closely as possible and as approved by the contracting officer's representative.

1.4.5 Unless noted otherwise, all fixtures, panelboards, disconnects, conduit, old boxes, wiring and miscellaneous electrical scrap shall be removed from the jobsite by the electrical contractor.

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1.4.6 With approval of the contracting officer's representative, make minor modifications in the work, including rerouting as required by interferences with structural, general and work of other trades or for the proper execution of the work.

1.4.7 Work installed before coordinating with other trades or as to cause interference with their work shall be reworked, without additional cost to the government. The contractor shall make all necessary provisions to pursue their work in a manner which will ensure that the operation of the building is minimally impaired. This shall include, but not be limited to, delivery of supplies, temporary utility connections, etc. storage of materials shall be at locations approved by the contracting officer's representative.

1.4.8 Electrical specifications can be found on sheets E.3.1 to E.3.3 in the plan sheets of Appendix A.

1.4.9 All proposed electrical work can be found on sheets E.02 to E.03 in the plan sheets of Appendix A.

1.5 DRAWINGS:

1.5.1 The design plans for this project are attached to this Statement of Work in

Appendix A.

1.6 SPECIFICATIONS

1.6.1 The contractor shall perform all work in accordance with the 2026 version of the Iowa State Urban Design and Specifications Program (SUDAS). The specifications can be found at the following website https://iowasudas.org/manuals/specifications-manual/. The contractor shall also follow the submittal procedures laid out in Appendix B.

1.6.2 All traffic control shall be in accordance with the Federal Highway Administration’s (FHWA) Manual on Uniform Traffic Control Devices (2023 with Rev 1) (MUTCD).

1.6.3 Notify the KO/COR immediately in writing if there is a discrepancy between the specifications and the referenced codes. If the Contractor fails to notify the KO/COR regarding conflicts within these documents, the more stringent requirements shall apply as determined by the KO/COR.

1.7 EXISTING CONDITIONS:

1.7.1 The existing driveways around Quarters 1 are predominantly HMA and in failing condition. The typical pavement thickness is between 3 to 4 inches in thickness but may vary from location to location. The existing sidewalks around Quarters 1 are predominantly PCC and in failing condition. The sidewalk is typically 6-inches in thickness. Existing roadway typicals can be found in the “B Sheets” in the set of plans found in “Appendix A.”

1.8 SUBMITTALS

1.8.1.1 Copy of On-Site SWPPP Binder

1.8.1.2 Shop Drawings

https://iowasudas.org/manuals/specifications-manual/

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The contractor shall submit all requirements listed in part 2 of each bid item defined in the SUDAS Standard Specifications pertaining to this project.

1.8.1.3 Safety Submittals

1.8.1.4 Form 1354 -Real Property Acceptance

1.8.1.5 Environmental Submittals

1.8.1.6 Construction Schedule

1.8.1.7 Construction Phasing Plan

2. PART TWO: GENERAL INFORMATION

2.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK:

2.1.1 The Contractor shall be required to (a) commence physical work under this contract within 45 working days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 120 working days after receipt of the notice to proceed. Contractor submission of all closeout documentation is also included within this timeline. The time stated for completion shall include final cleanup of the premises.

2.2 SPECIAL CONDITIONS:

2.2.1 Staging Area: The construction area may be used as a staging area. Any additional staging area requires coordination with the KO/COR.

2.2.2 Construction Schedule and Closure Periods: The Construction Schedule shall be submitted to the KO/COR for approval in accordance with the SOW.

2.2.3 Access and Working Hours: Standard work hours for this project are 5:30 am on

Monday to 5:00 pm on Friday. The contractor’s schedule may deviate from these hours when approved by the KO/COR. 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; Juneteenth, June 19; 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. 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 Miscellaneous: All site condition information provided by the Government shall be field verified by the contractor.

3.1 PART THREE: SECURITY

3.1.1 OPERATIONS SECURITY (OPSEC) REVIEW: In order to perform the project the contractor must do the following:

3.1.2 AT Level I training. This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. All contractor employees, to include sub-contractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level

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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.

3.1.3 Access and general protection/security policy and procedures. This standard language is for contractor employees with an area of performance within Army controlled installation, facility, or area. 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.

3.1.4 For contractors requiring Common Access Card (CAC). Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated National Agency Check with inquiries (NAC) or an equivalent or higher investigation in accordance with Army Directive 2014-05. The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely; (2) Remote access, via logon, to a DoD network using DoD approved remote access procedures; or (3) Physical access to multiple DoD facilities or multiple non-DoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled NACI at the Office of Personnel Management.

3.1.5 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.

3.1.6 AT Awareness Training for Contractor Personnel Traveling Overseas. This standard language required U.S. based contractor employees and associated sub-contractor employees to make available and to receive government provided area of responsibility (AOR) specific AT awareness training as directed by AR 525-13.

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Specific AOR training content is directed by the combatant commander with the unit ATO being the local point of contact.

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

3.1.8 Army Training Certification Tracking System (ATCTS) registration for contractor employees who require access to government information systems. All contractor employees with access to a government information system must be registered in the ATCTS (Army Training Certification Tracking System) at commencement of services, and must successfully complete the DoD Information Assurance Awareness training prior to access to the IS and then annually thereafter.

3.1.9 For contracts that require a formal OPSEC program. The contractor shall develop an OPSEC Standing Operating Procedure (SOP)/Plan within 90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer. This plan will include a process to identify critical information, where it is located, who is responsible for it, how to protect it and why it needs to be protected. The contractor shall implement OPSEC measures as ordered by the commander. In addition, the contractor shall have an identified certified Level II OPSEC coordinator per AR 530-1.

3.1.10 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.

3.1.11 For information assurance (IA)/information technology (IT) training. All contractor employees and associated sub-contractor employees must complete the DoD IA training before issuance of network access and annually thereafter. All contractor employees working IA/IT functions must comply with DoD and Army training requirements in DoD 8570.01, DoD 8570.01-M and AR 25-2 within six months of appointment to IA/IT functions.

3.1.12 For information assurance (IA)/information technology (IT) certification. Per DoD 8570.01-M, DFARS 252.239.7001 and AR 25-2, the contractor employees supporting IA/IT functions shall be appropriately certified upon contract award.

The baseline certification as stipulated in DoD 8570-.01-M must be completed upon contract award.

3.1.13 For contractors authorized to accompany the force. DFARS Clause 252.225- 7040, Contractor Personnel Authorized to Accompany U.S. Armed Forces Deployed Outside the United States. The clause shall be used in solicitations and contracts that authorize contractor personnel to accompany U.S. Armed Forces

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3.1.14 For Contract Requiring Performance or Delivery in a Foreign Country.

DFARS Clause 252.225-7043, Antiterrorism/Force Protection for Defense Contractors Outside the US. The clause shall be used in solicitations and contracts that require performance or delivery in a foreign country. This clause applies to both contingencies and non-contingency support. The key AT requirement is for non-local national contractor personnel to comply with theater clearance requirements and allows the combatant commander to exercise oversight to ensure the contractor's compliance with combatant commander and subordinate task force commander policies and directives.

3.1.15 For contracts that require handling or access to classified information.

Contractor shall comply with FAR 52.204-2, Security Requirements. This clause involves access to information classified "Confidential", "Secret", or "Top Secret" and requires contractors to comply with (1) The Security Agreement (DD Form 441), including the National Industrial Security Program Operating Manual (DoD 5220.22-M); (2) any revisions to DOD 5220.22-M, notice of which has been furnished to the contractor.

3.1.16 Threat Awareness Reporting Program. For all contractors with security clearances. Per AR 381-12 Threat Awareness and Reporting Program (TARP), contractor employees must receive annual TARP training by a CI agent or other trainer as specified in 2-4b of AR 381-12.

3.1.17 For contracts that require delivery of food and water. This standard language is for contractor employees with an area of performance delivering food and water within an Army-controlled installation, facility or area. The supplies delivered under this contract shall be transported in delivery conveyances maintained to prevent tampering with and/or adulteration or contamination of the supplies, and if applicable, equipped to maintain a prescribed temperature. All delivery vehicles will also be subject to inspection at all times and all places by the Contracting Officers Representative, Post Veterinarian, and/or Law Enforcement Officials.

When the sanitary conditions of the delivery conveyance have led, or may lead to product contamination, adulteration, constitute a health hazard, the delivery conveyance is not equipped to maintain prescribed temperatures or the transport results in product "unfit for intended purpose", supplies tendered for acceptance may be rejected without further inspection. As the holder of a contact with the Department of Defense, it is incumbent upon the awardee to ensure that all products and/or packaging have not been tampered with or contaminated.

Delivery conveyances will be locked or sealed at all times, except when actively loading or unloading. Unsecured vehicles will not be left unattended. All incoming truck drivers will provide adequate identification upon request. In the event of an identified threat to an installation, or a heightened force protection/Homeland Security threat Level, the contractor may be required to

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3.1.18 All Training (iWatch/AT/OPSEC) will be face to face, provided by a level II certified ATO and OPSEC officer, conducted on RIA. Any conflicts with training locations/performance will be directed by the project COR.

3.1.19 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.

3.1.20 Building Stand-Off: All occupied buildings on Rock Island Arsenal require a 33feet stand-off by all vehicles and equipment. At no time will unoccupied vehicles, equipment or tools/toolboxes be left unattended within 33 feet of installation buildings.

3.1.21 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.

4 PART FOUR: ROCK ISLAND ARSENAL SUPPLEMENTAL GUIDANCE

4.1 SAFETY REQUIREMENTS:

4.1.1 Contractor shall comply with Engineering Manual EM-385-1-1 “Safety and

Health Requirements Manual”.

4.1.2 Contractor shall designate a Site Safety and Health Officer (SSHO) in accordance with EM 385-1-1, Section 01.A.17. SSHO shall also be responsible to coordinate contract employees in the event of an emergency.

4.1.3 The following safety submittals are required prior to performing work:

4.1.3.1 Accident Prevention Plan (APP) (EM 385-1-1, Section 01.A.12)

4.1.3.2 Activity Hazard Analysis (AHA) (EM 385-1-1, Section 01.A.15)

4.1.3.3 Emergency Plan (EM 385-1-1, Section 01.E)

4.1.3.4 Supplemental plans in accordance with EM 385-1-1 shall be required as dictated by the types of work being performed (e.g. Hazardous Energy Control Program, Hot Work, Hazardous Material Abatement)

4.1.4 The Contractor shall adhere to the most current requirements of NFPA 241, EM 385-1-1 and local Fire Department requirements as supplemented below. If a conflict between requirements occurs the most stringent shall apply.

4.1.4.1 Fires, regardless of size, will be reported to the fire department.

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4.1.4.2 Contractor storage areas in RIA buildings shall be inspected and approved by the RIA Fire Department prior to use.

4.1.4.3 Extinguishers for hot work shall be a minimum of 10 lb. ABC Type (UL Rating 4A:80B:C). Building extinguishers shall not be used to meet this requirement.

4.1.4.4 Contractors shall provide flameproof tarps or shields to protect combustible material during hot work.

4.1.4.5 Tar kettles shall not be located any closer than 20 feet to any building or 100 feet to an ammunition/explosive storage area.

4.1.4.6 The Contractor shall make requests in writing to the KO/COR no less than two weeks in advance for approval to connect to a fire hydrant. The contractor is responsible for installing the water meter/back flow preventer and providing their own hose, hose connections, and hydrant wrenches for opening/closing fire hydrants. The Contractor shall not use pipe wrenches, channel locks, etc. for opening/closing of fire hydrants.

4.1.5 Contractor shall comply with all emergency communication instructions provided through official channels to include the outdoor speaker system, building notification systems, direction by emergency service personnel, or the

KO/COR.

4.1.5.1 Upon award, the Government will provide further information regarding building points of contact, areas of refuge, and access restrictions.

4.1.5.2 Contractor vehicles and/or equipment shall not block fire department access, hose connections, alarm panels, access roads, fire hydrants, building safety features, etc. without prior approval. Requests shall be made in writing 30 days prior to the request and shall include proposed length of closure.

4.1.5.3 The contractor shall adhere to and follow safety policy as written in the latest editions of the National Electrical Safety Code and National Electrical Code.

4.2 ENVIRONMENTAL PROTECTION:

The Contractor shall follow all environmental requirements in accordance with this

SOW.

4.2.1 Compliance with Environmental Laws and Regulations: Contractor shall comply with all applicable federal, state, and local environmental laws, statutes, regulations, executive orders, permits, Army regulations (with supplements), as well as Major Subordinate Command (MSC) and installation regulation, policy, Host Tenant Agreement, Interagency Service Support Agreement, or Status-of- Forces Agreement. Contractor shall immediately report any conflicts between applicable federal, state, local environmental laws, statutes, executive orders, and provisions of Army Regulation 200-1, and any specifications within this contract to the Contracting Officer Representative (COR).

4.2.2 Compliance with Green Procurement Requirements: Contractor shall follow Federal EPA Comprehensive Procurement guidelines (www.epa.gov/cpg) and Army Contracting Command Quick Guide (https://acc.aep.army.mil/accapps/ACCMAP/Documents/Quick-Guide-for- Sustainable-Procurement.docx) for acquisition of building materials and products and select materials that have a long life cycle; the least toxic materials;

recyclable materials; materials that are resource-efficient; materials with the

15 | P a g e maximum recycled content; materials harvested on a sustained yield basis; and products causing the least pollution during their manufacture, use, and reuse.

4.2.3 Compliance with License and Certification Requirements: Contractor shall obtain all licenses and certifications required by Federal, State, and Local environmental laws and regulations necessary to adhere to the specifications of this contract. The Contractor shall submit all plans, notifications, reports, submittal documents, and fees required by Federal, State, and Local environmental laws and regulations to the appropriate Federal, State, and Local authority and/or agency as necessary to adhere to the specification of this contract. All required licenses and certifications required by Federal, State, and Local environmental laws and/or regulations shall be considered a contract deliverable upon award.

4.2.4 Notification of Federal and State Regulators: Contractor shall immediately notify the Designated Government Representative (DGR) and COR of the arrival on site of any Federal, State, and/or DoD environmental regulator or enforcement agent and/or the receipt of any correspondence from a Federal or State environmental agency.

4.2.5 Inspections of Work Sites: Contractor shall submit to potential Federal, State, Army and installation work site environmental regulatory inspections and/or investigations into noncompliance and fully cooperate with such inspections/investigations by providing the appropriate records and documentation. Environmental regulatory agencies are authorized by law to inspect any work site for environmental compliance with regulatory requirements. If an inspection is conducted, it will not stop or disrupt ongoing contract activities. The inspection will only require the work site environmental officer, or supervisor/manager to answer questions and/or escort the inspector to specific work site areas with the potential to affect environmental quality.

4.2.6 Reporting Noncompliance: Contractor shall immediately report any nonconformance and/or noncompliance with applicable Federal, State or Local environmental laws, Army and installation environmental regulations or policies to the COR and DGR.

4.2.7 Verification of National Environmental Policy Act Documents. Contractor shall obtain from the COR or DGR a copy of the National Environmental Policy Act (NEPA) environmental analysis and/or status of the NEPA review done if analysis was not required. NEPA review and analysis is done in accordance with 32 CFR Part 651 and addresses actions to be taken by contractor prior to and during commencement of contract actions. The NEPA process consists of evaluating the environmental effects of a federal action including its alternatives.

There are three levels of analysis depending on whether or not the construction activity or project could significantly affect the environment. These three levels are: categorical exclusion determination; preparation of an environmental assessment/finding of no significant impact (EA/FONSI); and preparation of an

EIS.

4.2.8 Assignment of Environmental Compliance Designee (ECD): Contractor shall appoint an ECD for all contract work periods exceeding 180 consecutive days.

Contractor shall appoint a primary and alternate ECD for each production, shop

16 | P a g e or work area that uses and/or stores hazardous materials and/or generates hazardous wastes. Contractor ECDs shall monitor implementation of all environmental regulatory requirements, report all environmental noncompliance to the work site supervisor, correct all environmental noncompliance, and verify implementation of directed actions to correct identified environmental noncompliance. Contractor shall have at least one ECD on duty at all times at each shop or work area. Contractor shall require all personnel designated as ECDs to complete the initial ECD training through the installation within 15 days of the start of contract performance. Contractor personnel appointed as ECDs may perform other duties provided they do not prevent the performance of ECD duties. Contractors may request a waiver of this requirement through the COR and DGR, if using and/or storing very small quantities of hazardous materials.

4.2.9 Competency Training for Contractor Personnel: Contractor shall not allow personnel to perform any activities and/or tasks on installation without proper and adequate qualifications or job competency training. In the event of any identified noncompliance, the Contractor shall, if requested, provide proof of contract personnel training or qualification (individual name, training/qualification type, training/qualification certificate, and date of training/qualification) to perform those contract activities associated with the identified noncompliance.

4.2.10 Generation of Solid Waste: Contractor shall remove from the installation and dispose of all solid waste generated, which cannot be recycled to an approved and permitted off-post disposal facility.

- Contractor shall make every effort to divert construction, demolition debris, and all other solid waste to comply with the Army Integrated Solid Waste Management Policy.

- Prior to removing any waste from the installation for disposal, the Contractor shall coordinate with the installation Qualified Recycling Program (QRP) Manager, DGR, and COR to arrange for recyclable materials to be removed and diverted from the waste stream.

- Submit in writing the quantities of waste removed and recycled to the DGR and/or COR on a monthly basis. The submittal shall include the date of disposal/recycling, the disposal/recycling facility, the types of material disposed/recycled and the quantities of materials disposed/recycled by weight.

- The Contractor shall establish a program to promote cost-effective waste reduction in all operations and facilities covered by the contract. This includes collection, separation, and processing products or other materials recovered from solid waste streams for use in the form of raw materials.

- The Contractor shall make maximum effort to reduce and prevent waste.

4.2.11 Generation of Hazardous Waste: Contractor shall assign all hazardous waste management responsibilities to the appointed ECD. Contractor shall contact the DGR and/or COR to obtain technical assistance from the Environmental Office for assisting the ECD with achieving and maintaining compliance with hazardous waste storage and disposal

17 | P a g e requirements. Contractor shall properly profile all waste generated as part of this contract to determine if any waste is hazardous waste as defined by 40 CFR. Contractor shall accumulate hazardous waste prior to disposal shipment in a satellite accumulation point at or near the point of generation or in a lessthan-90-day site, in accordance with Federal, State, Army, and installation regulation, policy, Host Tenant Agreement, Interagency Service Support Agreement or Status- of-Forces Agreement. The Contractor shall properly package the hazardous waste and complete the hazardous waste manifest, then take the manifest to DGR for approval and signature prior to removing any hazardous waste from the installation. Contractor shall contact DGR to obtain the installation’s hazardous waste EPA ID number for the hazardous waste manifest. The Contractor shall notify the DGR 24 hours prior to removing any hazardous waste from the installation. The contractor shall remove and dispose of manifested hazardous waste generated by contract activities from the installation to an approved off-post permitted hazardous waste disposal facility. The DGR shall assist contractors with profiling their waste upon request.

4.2.12 Use of Hazardous Materials: Contractor shall assign all hazardous materials management responsibilities to the appointed ECD. Contractor shall contact the DGR or COR to obtain technical assistance from Environmental Office for assisting the ECD with achieving and maintaining compliance with hazardous material storage, issue, use, and disposal requirements. Contractor shall submit to the COR and/or DGR a hazardous material inventory. The hazardous material inventory will be submitted 30 days prior to commencement of work for contracts that exceed 180 consecutive days. The inventory list will contain the hazardous material type and maximum quantities of materials anticipated to be stored on-site. The hazardous material shall be properly identified and include any applicable identification number, such as National Stock Number or Special Item Number. The Contractor shall maintain copies of Safety Data Sheets for all hazardous materials used and stored on-site during performance of the contract. Contractor shall not supply or deliver any hazardous materials or chemicals to an installation that are listed on EPA toxic chemical list without prior written approval from DGR and/or COR.

4.2.13 Prevention of Storm Water Pollution: The Contractor shall perform, track, participate, implement, and comply…