B08 Attachment 0001 SOW PR 2022-0289 Repair Beck Avenue.pdf

Project # 2022-0289 Repair Beck Avenue

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Rock Island Arsenal Scope of Work

PR #2022-0289

Repair Beck Avenue Building 212 East Ent. To Building 164 Ent.

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

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PROJECT SUMMARY: The scope of this project consists of furnishing labor, equipment and material to realign, fully repave and update the Beck Avenue corridor and Flagler Street. The project is located along Beck Avenue from the East Entrance of Building 212 Parking Lot to Building 164 Entrance on the 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 realign and repave Beck Avenue from the east entrance of building 212 parking lot to the entrance of building 164 and the southern portion of Flagler Street up to the southeast corner of building 230. The Contractor shall provide construction services for the project. The premise for this project is to remove the existing pavement outlined in the plans, realign Beck Avenue and Flagler Street, re-grade, install new storm sewer and place new pavement. Beck Avenue and Flagler Street along with all side street and entrance connections shall be 9 inch Portland Cement Concrete (P.C.C.) with reinforcement at the joints with a 6 inch curb and gutter at 30 inch width, placed on a 12 inch modified subbase. The project includes the removal of an existing retaining wall and wing walls without disturbing an adjacent underground tunnel. Removal, relocation and replacement of the existing security fence. Remove and relocate the existing turnstile door and controls including electrical connections, simplex access programming and installing a heated concrete pad. Remove and relocate the existing security gate that includes operating controls, simplex access programming controls, card reader, electrical connections and bollards with controls for the gate. 6 inch subdrain tile shall be installed along the gutter line and tied into new storm intakes. Sidewalks shall be 6 feet in width, P.C.C., placed on 6 inch modified subbase with 6 inch by 6 inch welded wire fabric.

Existing storm drainage shall be removed and replaced. The finish grade shall be receive 4” of topsoil and hydro seed and mulched. The project shall be constructed using the Iowa State Urban Design and Specifications Program (SUDAS) 2022. 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 shall be resolved.

This project will require the following work activities:

1.1.1 Demolition and removal of existing roadway of Beck Avenue and Flagler Street and side streets (Gillespie Street).

1.1.2 Realign and grade Beck Avenue.

1.1.3 Realign and grade Flagler Street.

1.1.4 Install drain tile on Beck Avenue and Flagler Street.

1.1.5 Remove and replace the existing storm sewer.

1.1.6 Adjust existing monitoring wells to finish grade.

1.1.7 Remove and replace the existing sidewalk along Flagler Street and Gillespie

Street.

1.1.8 Install P.C.C. pavement with modified subbase, and steel reinforcement with a standard curb on Beck Avenue, Flagler Street and Gillespie Street.

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1.1.9 Remove an existing portion of a concrete retaining wall. Do not disturb the adjacent tunnel.

1.1.10 Relocate an existing Turnstile-Door & controls for security fence.

1.1.11 Relocate an existing gate/security card reader related to the security fence.

1.1.12 Remove and replace existing security fence.

1.1.13 Relocate and install new fire hydrants.

1.1.14 Install signage and pavement markings.

1.1.15 Install trees.

1.1.16 Hydro seed and fertilize.

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.

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 so as to minimize disruption. The contractor shall maintain continued access to the existing parking lot 1P located at the southeast corner of the Beck Avenue/Gillespie Street intersection. Access during construction must also be maintained for deliveries to building 299 on Gillespie Street. 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 2022 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 and storm sewer pipes, manholes, pipe sizes, and 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.

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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.

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

5 | P a g e 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 All existing storm information shall be considered a reference and is the responsibility of the contractor verify in the field prior to construction.

1.2.20 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.

1.2.21 No overhaul on this project.

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

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

1.2.24 All new fire hydrant assemblies 10 feet in length or greater shall be pressure tested. No leakage allowed.

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 Prior to opening the sidewalk and pedestrian crossings, the contractor shall clean the detectable warning panels of all superfluous concrete and remove the plastic covering after the concrete is such that the panel surface is clean and the truncated surface is fully functional.

1.2.27 Expansion material shall be fiber board with a total of 1” of total expansion between the back of curb and either edge of the sidewalk (I.E. 1” at back of curb, none at edge of sidewalk or none at back of curb and 1” at edge of sidewalk or ½” at back of curb and ½” at edge of sidewalk).

1.2.28 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.

1.2.29 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.

1.2.30 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 and materials construct the Beck Avenue roadway corridor from the East Entrance of Building 212 Parking Lot to Building 164 Entrance between Beck Avenue and the southern portion of Flagler Street up to the southeast corner of building 230. Work includes, but is not limited to, construction of the roadway/parking lot, grading, realignment of the roads along with storm sewer and sidewalk as identified in the attached plan set in Appendix A. This project shall be a working day contract. The contractor is allowed 160 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 160 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.

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1.4 BECK AVENUE-FLAGLER STREET 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 entrances and side streets shall be the same mix along with depth of pavement and subbase as the mainline of Beck Avenue.

1.4.3 The curb and gutter shall be a 6” standard curb and gutter see SUDAS Fig.

7010.102 (PV-102). The contracting authority reserves the right to change portions of the 6” curb and gutter to “Driveway Drop Curb” if it improves drainage or mobility. A “Drop Curb at Sidewalk” shall be used at ADA sidewalk ramps. Both of these curb changes can also be found on SUDAS Fig 7010.102

(PV-102).

1.4.4 A 6” corrugated PVC longitudinal drain tile shall be placed under Beck Avenue and Flagler Street. See “B Sheets” and “D Sheets” in the attached plan set in Appendix A for details and locations. The subdrain tile shall connect to the proposed storm sewer intakes.

1.4.5 American with Disabilities Act (ADA) sidewalk ramps are to be installed at locations noted in the sheets “D Sheets” set of Appendix A.

1.4.6 All ADA sidewalk ramps shall be installed according to current standards and specifications of the United States Access Board. Any ramps installed out of compliance shall be torn out and replaced at the contractor’s expense.

1.4.7 Sidewalks constructed on the project shall consist of 6” PCC with a 6” modified subbase with 6” x 6” welded wire fabric. These locations can be found in the “D Sheets” of the plan set in Appendix A for locations and details.

1.4.8 Relocate the existing turnstile-door and controls. The relocation includes removal and reinstallation of the existing turnstile-door and controls that includes electrical connections, simplex access programming and installing a new heated concrete pad in the proposed location. Any contractor damage to the existing turnstile shall be replaced at the contractor’s expense.

1.4.9 Relocate the existing gate and security card reader. The relocation includes removal and reinstallation of the existing gate, operating controls, simplex access programing controls, card reader, electrical connections and bollards with controls for the gate to operate. Any contractor damage to the existing gate and card reader shall be replaced at the contractor’s expense.

1.4.10 All disturbed areas shall be hydraulic seeded and fertilized. If construction ceases due to inclement weather, the contractor shall apply a temporary cool seed mix and cover to prevent erosion on exposed areas. Seed windows for a permanent seed application apply between March 1 and May 31 and between August 10 and September 30. Any seeding outside of this window requires the approval of the KO/COR or project engineer.

1.4.11 All monitoring wells shall be adjusted to finish grade height and meet the specifications laid out in Appendix B.

1.4.12 Reinstall existing and new signage and apply traffic striping and symbols.

1.4.13 Install 2 solar panel yield signs near the entrance to parking lot 2G (approx.

station 131+00.00). See Appendix C for specifics.

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1.4.14 Make electrical updates found in the “E 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 2022 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 D.

1.6.2 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).

1.6.3 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 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.

1.7.2 The existing retaining wall is parallel to an existing underground tunnel. The tunnel is to remain undisturbed. The existing main base of the retaining wall must be removed to the minimum height of the bottom (datum) of the modified subbase layer. The wings and foundation associated with anything other than the main base of the retaining wall must be fully removed.

1.7.3 SUBMITTALS

1.7.3.1 Copy of On-Site SWPPP Binder

1.7.3.2 Shop Drawings

1.7.3.3 Material Certifications for all material used on the project. This includes but is not limited to rock, pavement, and sewer, solar power yield signs.

1.7.3.4 Safety Submittals

1.7.3.5 Form 1354 -Real Property Acceptance

1.7.3.6 Environmental Submittals

1.7.3.7 Construction Schedule

1.7.3.8 Construction Phasing Plan

2. PART TWO: GENERAL INFORMATION

2.1 COMMENCMENT, PROSECUTION, AND COMPLETION OF WORK:

2.1.1 The contractor shall be required to commence work under this contract within 14 calendar days after the date the contractor receives the notice to proceed, https://iowasudas.org/manuals/specifications-manual/

8 | P a g e prosecute the work diligently, and complete the entire work ready for use not later than 180 calendar days after the date the contractor receives the notice to proceed.

The time stated for completion shall include final cleanup of the premises.

2.2 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.

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

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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 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.

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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.

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

11 | P a g e requires contractors to comply with (1) The Security Agreement (DD Form 441), including the National

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 insure 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 Local Policies:

3.1.19 A non-disclosure agreement will be signed by the project prime before report/start date of contract.

3.1.20 All Training 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.

3.1.21 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.

3.1.22 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/tool boxes be left unattended within 33 feet of installation buildings.

3.1.23 All personnel requesting access to Rock Island Arsenal will only enter through a manned and operational Access Control Point and present a United States

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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.

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, 13 | P a g e 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 KO/COR. The Environmental Coordinator's Office will review questions on environmental compliance, and provide guidance as needed. In case of an environmental event or disaster, the Contractor shall comply with the Government's emergency services plan. All environmental protection matters shall be coordinated with the KO/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 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.

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4.2.4 Notification of Federal and State Regulators. Contractor shall immediately notify the Designated Government Representative (DGR) and KO/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. Any of the facilities operated by the Contractor may be inspected by the KO/COR, the RIA Environmental Coordinator, or other Regulatory Officials on a non-notice basis. 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 and Citations. Citations/Fines for non-compliance with environmental standards on Government facilities operated by the Contractor are a matter for resolution through the Environmental Coordinator's Office with the KO/COR and between the RIA Garrison Commander and the issuing office of Environmental Protection Agency (EPA) or State of Illinois Regulatory Authorities. If the citations/fines are issued due to faulty operation or maintenance practices, the KO/COR shall deduct the fine from any monies due the Contractor.

4.2.7 Verification of National Environmental Policy Act Documents. NEPA review and analysis is done in accordance with 32 CFR Part 651. The NEPA process consists of evaluating the potential environmental effects of a federal action, to include actions to be taken by contractor prior to and during commencement of contract actions. The Record of Environmental Consideration (REC) has been completed and is available upon request of the KO/COR.

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 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 or Major Subordinate Command (MSC) environmental compliance point of contact 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

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KO/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 the 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 submit a non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal, including clearing debris. The plan shall include schedules for disposal. The Contractor shall identify any Sub-Contractors responsible for the transportation and disposal of solid waste. Licenses or permits shall be submitted for solid waste disposal sites that are not a commercial operating facility. Evidence of the disposal facilities acceptance of the solid waste shall be attached to this plan.

Submit in writing the quantities of waste removed and recycled to the DGR and/or KO/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.

- Contractor shall submit a recycling and solid waste minimization plan. The plan shall detail the Contractor's actions to comply with and to participate in Federal, State, Regional, and local government sponsored recycling programs to reduce the volume of solid waste at the source. It is the goal to recycle and/or divert 50% of the total waste stream from this project. Prior to any work, the Contractor shall submit a preliminary Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form. The KO/COR will provide the necessary form. The form shall be annotated to depict the various non-hazardous waste streams expected during the work and the anticipated recycle and/or diversion rate.

- Prior to final payment, the Contractor shall submit a final Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form. Form shall be annotated to depict the actual quantities for the various non-hazardous waste streams generated during the work and the final recycle and/or diversion rates. Copies of all certified weigh-bills shall also be provided for each load of material that was disposed, diverted, or recycled.

4.2.11 Generation of Hazardous Waste. The Contractor shall follow all hazardous/special waste disposal requirements in accordance with this SOW and the design set documents. Contractor shall assign all hazardous waste management responsibilities to the appointed ECD. Contractor shall contact the DGR and/or KO/COR to obtain technical assistance from the Environmental

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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 or in a less-than-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. All disposal procedures will be IAW Federal and State EPA regulations. A copy of any paperwork, including manifests, shall be forwarded to the KO/COR for the Environmental Coordinator’s Office, RIA.

4.2.12 Use of Hazardous Materials: Contractor shall assign all hazardous materials management responsibilities to the appointed ECD. Contractor shall contact the KO/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 KO/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 KO/COR.

4.2.13 The Contractor shall perform, track, participate, implement, and comply with Section 438 of the Energy Independence and Security Act; Executive Order 13514; and the DOA memorandum (2010) for full implementation of low impact design/development (LID) techniques to restore predevelopment hydrology to the maximum extent technically feasible for both new and renovation construction projects. In support of LID, Contractors will adhere to installation landscape codes and the guidance found in the Installation Design Guide concerning Low Impact Design/Development for storm water management. The following LID practices include, but are not limited to:

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- Restoring predevelopment hydrology to the maximum extent technically feasible

4.2.14 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:

- 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.

-The General NPDES Permit for Storm Water Discharges from Construction Site Activities (ILR10). 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 a Notice of Intent (NOI)

- Preparing and implementing a site-specific Storm Water Pollution

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

- Prior to submission of the Notice of Intent (NOI), SWPPP, Notice of Termination (NOT) and associated fees to the state of Illinois, these documents must be approved by Public Works – Environmental (PW-E) through the KO/COR.

- When the on-site SWPPP binder is compiled, a copy must also be submitted to PW-E for their records. Inspection reports should be submitted to PW-E through the KO/COR on a regular basis as required by the Permit. Contractor is responsible for:

All associated fees Installing and managing erosion and sediment control.

Make available, upon request, permit associated documentation.

Practicing spill prevention and good housekeeping.

Schedule inspections and provide corrective actions for noted…