Attachment 0001 SOW 2025-2923 KING DRIVE - GRADE AND PAVE 6-9-25.pdf

Rock Island Arsenal Scope of Work

PR #2025-2923

Repair King Drive - Grade and Pave

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 # 2025-2923 Repair King Drive – Grade and Pave

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PROJECT SUMMARY: This project consists of the regrading and paving of King Drive from the intersection of Rodman Avenue and ending approximately 1,855 feet west of the Blunt Road intersection, on the Rock Island Arsenal, Rock Island, Illinois. The scope includes removing the existing Hot Mix Asphalt (HMA) pavement on King Drive according to the location mentioned above. Removing the existing Portland Cement Concrete (P.C.C.) islands on Rodman Avenue adjacent to Building 187 and removing approximately 550 feet of the existing HMA trail adjacent to Rodman Avenue near the existing intersection of King Drive and Rodman Avenue. The project shall include relocating the intersection of King Drive and Rodman Avenue approximately 350 feet west. A new exit lane shall be established on the west side of King Drive with the intent of campground vehicles and patrons to turnaround and exit the island. A new 10-foot HMA shared use path shall be established along the existing alignment of King Drive and the path shall terminate at Blunt Road. Beginning at the intersection of King Drive and Blunt Road, approximately 335 feet of Blunt Road shall be graded and repaved. This project is being constructed in coordination with the construction of a future campground and is intended to increase the mobility of larger vehicles in the area in relation to the campground. The Contractor shall be required to commence work under this contract within 30 calendar days after the Contractor receives the Notice to Proceed, prosecute the work diligently, and complete the Scope of Work in 100 Working days.

1. PART ONE: SPECIFIC PROJECT

PROJECT DESCRIPTION: US Army Garrison – Rock Island Arsenal (RIA) is seeking a construction project to grade and pave King Drive from Rodman Avenue to approximately 1,855 feet west of the Blunt Road intersection. Construction shall include but is not limited to removing the existing HMA pavement on King Drive. This removal shall include the northern portion of the current King Drive / Rodman Avenue intersection that encompasses the P.C.C. islands. Approximately 338’ of Blunt Road is also included in this project. Blunt Road shall have the existing pavement removed and regraded. The existing storm sewer culvert under King Drive shall be replaced with a new 24-inch storm sewer pipe. The current HMA shared use path along Rodman Avenue shall be regraded, repaved and redirected along the existing road of King Drive. The new pavement on King Drive shall be a 28’ wide top with 9” P.C.C. pavement placed on 12” modified subbase. A 14’ wide turnaround lane shall be constructed on the west side of King Drive. The turnaround lane shall be approximately 400’ long with a 14’ wide top with 9” P.C.C. pavement placed on 12” modified subbase. Blunt Road shall be a 16’ wide top that consists of 6” of HMA placed in 2-3” lifts placed on 12” of modified subbase.

The new shared use path shall be a 10’ top that consists of 1-3” lift of HMA on 6” of modified subbase. A lot of clearing and grubbing of forested areas are required for the new alignment of King Drive. All disturbed green space area from station 111+45.17 to 115+81.62 and 128+37.00 to 137+87.94 shall receive 6 inches of topsoil and hydro seed and mulch. All disturbed green space from station 115+81.62 to 128+37.00 does not receive topsoil but does receive hydro seed and mulch. The project shall be constructed using the Iowa State Urban Design and Specifications Program (SUDAS) 2025. 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

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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 shall be resolved.

This project will require the following work activities:

1.1.1 Demolition and removal of existing pavement along the existing centerline alignment of King Drive from station 5+56.50 to station 33+45.55. This work also includes Blunt Road from approximate station 22+81.83 to station 27+23.52.

1.1.2 Demolition and removal of the existing landscape retaining walls located west of the existing Kind Drive / Blunt Road intersection.

1.1.3 Clear and grub existing forested areas and specific trees noted in the plan sheets in Appendix “A.”

1.1.4 Demolish and remove the existing 6’ P.C.C. sidewalk near station 15+00.00 and 23+25.00 of the existing King Drive alignment.

1.1.5 Demolish and remove the existing 15” x 12” culvert near station 26+75.00 of the existing King Drive alignment.

1.1.6 Demolish and remove the existing 9” HMA shared use path. See sheets ER.08 and ER.10 in the plan sheets of Appendix “A” for location and details.

1.1.7 Demolish and remove the existing P.C.C. islands and HMA pavement located the existing Rodman Avenue / King Drive intersection. See sheet ER.08 in Appendix “A” for more details.

1.1.8 Remove existing street signs on King Drive that area associated with the construction limits of the project.

1.1.9 Install 28’ wide 9” P.C.C. pavement with 12” modified subbase, steel reinforcement with a 4’ X 6” granular shoulders on King Drive.

1.1.10 Install 14’ wide 9” P.C.C. pavement with 12” modified subbase, steel reinforcement with a 4’ X 6” granular shoulders on the proposed turnaround lane.

1.1.11 Install 16’ X 6” HMA pavement on 12” modified subbase with 4’ X 6” granular shoulders on Blunt Road. The HMA shall be laid in 2-3” lifts. The base course shall be a ¾” mix and the surface course shall be a ½” mix with a PG 58-28S binder.

1.1.12 Install 10’ X 3” HMA 10’ pavement on 6” modified subbase for a shared use path that will follow the existing footprint of King Drive. The HMA shall be laid in 1- 3” lift. The surface course shall be a ½” mix with a PG 58-28S binder.

1.1.13 Provide compaction testing, performed by an independent testing agency hired by the contractor.

1.1.14 Provide P.C.C. pavement samples and testing by a third-party testing company.

1.1.15 Install detectable warnings (ADA Ramps) at the proposed intersection of King

Drive and Rodman Avenue.

1.1.16 Provide new traffic signs for King Drive and Blunt Road. See sheet C.07 in

Appendix “A” for more details.

1.1.17 Provide construction survey staking.

1.1.18 Provide a concrete washout.

1.1.19 Place a new 6” removable entrance bollard at the end of the 10’ shared use path at the intersection of Blunt Road.

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1.1.20 Relocate an existing fiber optic handhole currently located at the proposed intersection of King Drive and Rodman Avenue. See sheets C.04 and D.20 in Appendix “A” for location and details.

1.1.21 Stripe the proposed road according to the “D Sheets” in Appendix “A.”

1.1.22 Place 6” of topsoil in locations labeled in the “D Sheets” found in Appendix A.

1.1.23 Hydro seed fertilize and mulch all disturbed green space areas.

1.2 SPECIAL SERVICES/REQUIREMENTS

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

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 48-hour 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 2025 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, construction debris resulting from construction operations shall be properly disposed of off-site in accordance with local, state and federal guidelines.

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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, they shall be repaired in a manner acceptable to the engineer/KO/COR representative. Pressure grouting may be required.

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 concrete shall utilize a SUDAS C-4 mix design and have a compressive strength of 3,500 psi at 14 days and 4,000 psi at 28 days.

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 error.

1.2.19 Machine controlled grading is required on this project.

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1.2.20 All existing storm sewer 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.

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

1.2.24 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.

1.2.25 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.

1.2.26 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 materials to construct the King Drive roadway corridor from the Rodman Avenue to approximately 1,855 feet west of the Blunt Road intersection. Work includes, but is not limited to, construction of the roadway, grading, paving and removing and installing new storm, and relocating an existing fiber optic handhole as identified in the attached plan set in Appendix A. This project shall be a working day contract. The contractor is allowed 100 working days to complete the project. The definition of a working day is defined in the SUDAS Specifications 1080. Failure in completing the project in the allotted 100 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 KING DRIVE - CONSTRUCTION

1.4.1 Mainline paving shall consist of 9” PCC pavement with a 12” modified subbase along with joint reinforcement steel. See “B Sheets” and “D Sheets” for specifics and details in the plan set of Appendix “A.”

1.4.2 All parking lot entrance and side streets shall be the same mix along with depth of pavement and subbase as the mainline of King Drive.

1.4.3 A 4-foot granular shoulder, 6-inch thickness, shall be placed from along the entire length of the corridor including Blunt Road.

1.4.4 All disturbed areas shall be hydraulic seeded, fertilized and mulch. A native grass seed mix shall be applied to all green space from station 111+45.17 to 137+87.94.

Green space areas along the proposed 10’ shared use path alignment shall receive SUDAS type 1 permanent lawn mix seeding from station 200+00.00 to 201+92.99 and from station 202+54.39 to 205+72.69. If construction ceases due to inclement weather, the contractor shall apply a temporary cool seed mix and cover to prevent erosion on exposed areas. The seed window for the native grass mix is from April 1st to June 30th. Seed windows for a permanent seed type 6 application apply between March 1st and May 31st and between August 10th and September 30th. Any seeding outside of this window requires the approval of the KO/COR or project engineer.

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1.4.5 Install new signage and apply traffic striping and symbols.

1.4.6 Remove all trees note noted in the “ER” sheets of the plan set found in Appendix

“A.”

1.4.7 6” of topsoil shall be applied to areas listed in the “D Sheets” of Appendix “A.”

1.4.8 Compaction testing is required.

1.5 BLUNT ROAD CONSTRUCITON

1.5.1 Install 16’ wide, 6” HMA pavement on 12” modified subbase.

1.5.2 The HMA pavement shall be installed in 2-3” lifts. The base course shall be a ¾” mix and the surface course shall be a ½” mix with a PG 58-28S binder.

1.5.3 Install 4’ X 6” granular shoulders on both sides of Blunt Road.

1.5.4 Compaction testing is required.

1.6 -10 FOOT SHARED USE PATH

1.6.1 Install 10’ wide, 3” HMA pavement on 6” modified subbase.

1.6.2 The HMA pavement shall be installed in 1-3” lift. The surface course shall be a

½” mix with a PG 58-28S binder.

1.6.3 Install a 6” removable bollard at the end of the 10’ shared use path near the intersection of Blunt Road.

1.6.4 Compaction testing is required.

1.7 TURNAROUND LANE

1.7.1 Mainline paving shall consist of 9” PCC pavement with a 12” modified subbase along with joint reinforcement steel. See “B Sheets” and “D Sheets” for specifics and details in the plan set of Appendix “A.”

1.7.2 All parking lot entrance and side streets shall be the same mix along with depth of pavement and subbase as the mainline of King Drive.

1.7.3 A 4-foot granular shoulder, 6-inch thickness, shall be placed from along the entire length of the turnaround.

1.7.4 All disturbed areas shall be hydraulic seeded, fertilized and mulch. A native grass seed mix shall be applied to all green space. If construction ceases due to inclement weather, the contractor shall apply a temporary cool seed mix and cover to prevent erosion on exposed areas. The seed window for the native grass mix is from April 1st to June 30th. Seed windows for a permanent seed type 6 application apply between March 1st and May 31st and between August 10th and September 30th. Any seeding outside of this window requires the approval of the KO/COR or project engineer.

1.7.5 Install new signage and apply traffic striping and symbols.

1.7.6 Remove all trees note noted in the “ER” sheets of the plan set found in Appendix

“A.”

1.7.7 6” of topsoil shall be applied to areas listed in the “D Sheets” of Appendix “A.”

1.7.8 Compaction testing is required.

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1.8 STORM SEWER CONSTRUCTION

1.8.1 Remove all existing storm sewer pipe according to the “ER” sheets found in the plan set of Appendix “A.” All storm sewer pipes under paved surfaces shall have aggregate backfill form the top of bedding around the pipe to the bottom of the pavement subbase for all locations under paved surfaces. Storm sewer pipe outside of the paved surfaces require aggregate backfill from the top of the bedding around the pipe to 12” above the pipe. After meeting the 12” above the pipe the existing trench material may be used to backfill to the surface unless otherwise noted.

1.8.2 Pipe joints shall be gasketed.

1.9 DRAWINGS:

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

Appendix A.

1.10 SPECIFICATIONS

1.10.1 The contractor shall perform all work in accordance with the 2025 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.

1.10.2 All traffic control shall be in accordance with the Federal Highway Administration’s (FHWA) Manual on Uniform Traffic Control Devices (2009 with Rev 1 and 2) (MUTCD).

1.10.3 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.

1.11 EXISTING CONDITIONS:

1.11.1 The existing roadway is a combination of concrete and asphalt that is in failed or failing condition. Existing roadway typicals can be found in the “B Sheets” in the set of plans found in Appendix A.

1.11.2 Soil boring information can be found in the “C sheets” of appendix A.

1.12 SUBMITTALS

1.12.1.1 Copy of On-Site SWPPP Binder

1.12.1.2 Hot mix asphalt mix design

1.12.1.3 Shop Drawings

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

1.12.1.5 Safety Submittals

1.12.1.6 Form 1354 -Real Property Acceptance

1.12.1.7 Environmental Submittals

1.12.1.8 Construction Schedule

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

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1.12.1.9 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 160 days 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 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. AT level I awareness training is available at the following website: http://jko.jten.mil

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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.

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

11 | P a g e 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 deployed outside the U.S. in contingency operations; humanitarian or peacekeeping operations; or other military operations or exercises, when designated by the combatant commander. The clause discusses the following AT/OPSEC related topics: required compliance with laws and regulations, pre-deployment requirements, required training (per combatant command guidance), and personnel data required.

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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 noncontingency 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 adjust delivery routes to minimize vulnerability risks and enable direct delivery to DOD facilities.

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.

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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.

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.

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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 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 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

15 | P a g e 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 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

16 | P a g e 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 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

17 | P a g e 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 with storm water pollution prevention minimum control measures, protocols, and best management practices (BMP) and ensure that water quality standards are not violated in accordance with all regulations and policies as applicable to the National Pollutant Discharge Elimination System (NPDES) general permit requirements.

- Applicable permits include:

1.) The General NPDES Permit for Storm Water Discharges from Industrial Activities (ILR00-1154).

• Contractors will comply with the permit when the activity is identified as a permitted industrial activity.

BMPs include, but are not limited to:

• Practicing spill prevention and good housekeeping.

• Installing and managing erosion and sediment control.

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2.) The General NPDES Permit for Storm Water Discharges from

Construction Site Activities. The minimum control measures for construction sites include, but are not limited to:

- Public Education and Outreach on Storm Water Impacts

- Public Involvement and Participation

- Illicit Discharge Detection and Elimination

- Construction Site Storm Water Run-off Control

- Post Construction Storm Water Management in New

Development and Redevelopment

- Contractors will obtain permit coverage for construction activities disturbing over one acre of land (total acreage is cumulative across all portions of the project). Requirements include, but are not limited to:

Preparing and implementing a site-specific Storm

Water Pollution Prevention Plan (SWPPP) as outlined in the permit and prior to any soil disturbance.

Installing and managing erosion and sediment control.

Make available, upon request, permit associated documentation.

Pra…