Attachment 0001 2024-2077 SOW_REPAIR BUILDING 333 PARKING LOT 7-11-24.pdf

Rock Island Arsenal Scope of Work

PR #2024-2077

REPAIR BUILDING 333 PARKING LOT

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 # 2024-2077 REPAIR BUILDING 333 PARKING LOT

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PROJECT SUMMARY: The project takes place on the Rock Island Arsenal, Rock Island Illinois. Building 333’s parking lot and Hobbs Street are in very poor condition. There are multiple drainage issues, and the existing pavement shows signs of fatigue cracking, subbase issues and potholes. This project is intended to remove the existing pavement, regrade the subbase, install new storm sewer and repave both Building 333’s parking lot and Hobbs Street, by placing a 6” modified subbase and laying 2–3-inch lifts of hot mix asphalt (HMA).

1. PART ONE: SPECIFIC PROJECT

PROJECT DESCRIPTION: US Army Garrison – Rock Island Arsenal (RIA) is seeking a construction project that consists of removing the existing pavement and sidewalk for building 333's parking lot along with Hobbs Street and the existing loading dock ramps attached to Building 333 and 334. The existing area will need to be regraded to improve drainage. The existing storm sewer shall be removed and replaced. The existing retaining walls shall be removed and replaced. Building 333’s parking lot and Hobbs Street shall have a proposed pavement thickness of 6-inches of HMA placed in 2–3-inch lifts on a 6-inch modified subbase. The new loading dock adjacent to Building 333 shall be a reinforced 7-inch portland cement concrete (P.C.C.), placed on a 6-inch modified subbase. The parking lot shall have a 6-inch P.C.C. curb and gutter on a 6-inch modified subbase along the perimeter of the parking lot. A P.C.C. reinforced retaining wall shall be built in relation to the loading dock ramp adjacent to Building 333. The existing 8-inch water main along Hobbs Street shall be removed and replaced. The east side of the project site shall be graded for drainage and landscaped. All disturbed green space areas shall be hydro seeded, mulched and fertilized. The project shall be constructed using the Iowa State Urban Design and Specifications Program (SUDAS) 2024. 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 Remove the existing HMA and P.C.C. pavements along with the curb and gutter in Building 333’s parking lot, Hobbs Street, and a small portion of Rodman Avenue.

1.1.2 Remove the existing steel/P.C.C./limestone retaining walls adjacent to Building 333 and 334.

1.1.3 Remove the existing HMA/P.C.C. loading dock ramps adjacent to Building 333 and 334.

1.1.4 Remove and replace the existing sidewalk along Rodman Avenue in front of Building 333.

1.1.5 Remove and replace the existing storm sewer.

1.1.6 Remove and replace the existing 8” water main along Hobbs Street.

1.1.7 Remove and relocate the existing fire hydrant near the intersection of Hobbs

Street and Rodman Avenue.

1.1.8 Grade the existing parking lot area of Building 333 and Hobbs Street.

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1.1.9 Place 6” of topsoil in green space areas.

1.1.10 Grade the green space area east of the proposed parking lot of Building 333.

1.1.11 Hydro seed, mulch and fertilize all disturbed green spaces areas.

1.1.12 Remove and dispose the existing light pole located in the parking lot of Building

333.

1.1.13 Furnish and place a new light pole in the parking lot of Building 333.

1.1.14 Adjust the existing utility boxes and manholes to finished grade.

1.1.15 Place 6” modified subbase and 6” HMA pavement in Building 333 parking lot and Hobbs Street.

1.1.16 Place 6” P.C.C. curb and gutter along the perimeter of Building 333’s parking lot.

1.1.17 Place P.C.C. retaining wall and 7” P.C.C. on 6” modified subbase loading dock ramp adjacent to Building 333 on Hobb Street.

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 to minimize disruption. The contractor shall maintain continued access to all buildings in the area during construction. 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 2024 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, 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 The C.O.R. reserves the right to use any excess modified macadam in areas throughout the project that are deemed substandard.

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

1.2.10 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.

1.2.11 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.

1.2.12 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.

1.2.13 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.

1.2.14 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.

1.2.15 All concrete shall utilize a SUDAS C-4WR-C-15 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 field 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.

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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, storm sewer pipe and rock. 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 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.

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

1.2.24 At the northeast corner of Building 334 is built as a slab on grade. The existing material under the slab is believed to be compacted sand based on historical information. The contractor shall take special care removing the existing pavement and retaining wall and grading in and around this area. If this area becomes undermined, they shall be repaired in a manner acceptable to the engineer/KO/COR representative. Pressure grouting may be required.

1.3 BASE BID

The base bid consists of providing all material, labor, and equipment required to grade and pave the parking lot of Building 333 and Hobbs Street. The premise for this project is to remove the existing pavements, sidewalk, storm sewer, retaining walls and loading docks outlined in the construction plans found in Appendix A. Grade the existing parking lot area of Building 333 and Hobbs Street. Place 6” of modified subbase and lay 2-3” inch lifts of HMA. Place 6” modified subbase and pour a 6” P.C.C. curb and gutter along the perimeter of Building 333’s parking lot. Remove and replace an existing light pole in the parking lot Building 333. Remove and replace an existing 8” water main along Hobbs Street. Remove the existing P.C.C./steel/limestone retaining walls highlighted in the construction plans in Appendix A. Place a P.C.C. retaining wall and a reinforced 7” P.C.C. loading dock ramp adjacent to Building 333 on Hobbs Street. Place a safety railing along the perimeter of the proposed retaining wall. Install footing drains along the proposed retaining wall. Adjust existing utility boxes and manholes to finish grade.

Remove the existing fire hydrant located near the intersection of Hobbs Street and Rodman Avenue. Remove, relocate, and place a new fire hydrant near the northeast corner of Building 334. Grade the existing green space to the east of Building 333’s parking lot. Hydro seed, mulch and fertilize all disturbed green space areas. Plant trees specified in the construction plans found in Appendix A. Pour a 6” P.C.C. sidewalk with 6”x6” welded wire fabric along Rodman Avenue. Place American with Disabilities (ADA) sidewalk ramps at the location defined in construction plans found in Appendix A. Stripe the parking lot. Place a traffic loop detector at the intersection of Rodman Avenue and the east parking lot entrance of Building 333. This project shall be a working day contract. The contractor is allowed 90 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 90 working days will result in a deduction at the

6 | P a g e liquidated damages rate of $1,000.00 (one thousand dollars) per working day until the project is completed.

1.4 BUILDING 333 PARKING LOT CONSTRUCTION

1.4.1 Parking lot paving shall consist of a 3” HMA base course and a 3” HMA surface course. Tack is required between lifts. A 6” modified subbase is required under the proposed pavement. See sheet B.01 in the construction plans found in Appendix A, for typical pavement information and binder details.

1.4.2 Pour a 6” P.C.C. curb and gutter along the perimeter of the proposed parking lot, the curb and gutter shall be poured on a 6” modified subbase.

1.4.3 See sheet D.05 in the construction plans found in Appendix A for striping plan layout.

1.4.4 Pour a 6” P.C.C. sidewalk along Rodman Avenue. All sidewalks shall include 6”x 6” welded wire fabric.

1.4.5 Place ADA sidewalk ramps at the East and West entrances of the parking lot.

1.4.6 Remove, relocate, and place a new light pole labeled on sheet D.03 in the construction plans found in Appendix A.

1.4.7 Place new storm sewer according to the construction plans found in Appendix A.

1.4.8 Remove, place, and replace street signs according to the ‘Street Sign Schedule’ found on sheet C.05 in the construction plans found in Appendix A.

1.4.9 Place inlet protection devices at intakes/manholes located on the project.

1.4.10 Provide a concrete washout.

1.4.11 Remove all existing pavement specified on sheet ER.01 in the construction sheets found in Appendix A.

1.4.12 Rectangular P.C.C. box outs are required for all structures in pavements.

1.4.13 Provide construction survey staking.

1.5 HOBBS STREET CONSTRUCTION

1.5.1 Hobbs Street paving shall consist of a 3” HMA base course and a 3” HMA surface course. Tack is required between lifts. A 6” modified subbase is required under the proposed pavement. See sheet B.01 in the construction plans found in Appendix A, for typical pavement information and binder details.

1.5.2 Remove all existing pavement specified on sheet ER.01 in the construction sheets found in Appendix A.

1.6 RETAINING WALL AND LOADING DOCK ADJACENT TO BUILDING 333

1.6.1 The proposed retaining wall shall be reinforced P.C.C. placed on a 12” modified subbase. Specific details and cross sections of the wall can be found on sheet C.07 in the construction plans found in Appendix A.

1.6.2 The retaining wall shall have a safety rail installed along the centerline of the wall. The railing shall be a minimum 43” tall. Tested to withstand impacts of 10,000 lbs. at 4 mph. Constructed with high quality ASTM A1011 steel. Powder-coated yellow. Columns shall be 4.75” x 4.75” square steel tubes mounted on a 10” x 10” baseplate.

1.6.3 The retaining wall shall have a joint spacing of 12’ with 1” expansion material with caulk at the joint.

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1.6.4 2" I.D. dia. weep holes shall be installed at 8' O.C. spacing. The weep hole shall be 1.5' above the HMA finished grade. The weep holes shall be PVC.

1.6.5 4” dia. corrugated PVC footing drains shall be installed along the footing of the retaining wall. The footing drains shall be backfilled with porous backfill or pea gravel and wrapped in engineering fabric.

1.6.6 The loading dock ramp shall be reinforced 7” P.C.C. pavement placed on 6” modified subbase.

1.6.7 An existing electrical duct bank runs through proposed retaining wall. The retaining wall shall be formed around the duct bank and a bond breaker shall be used during the pour to ensure the wall and duct bank remain two separate entities.

1.7 RETAINING WALL REMOVAL ADJACENT TO BUILDING 334

1.7.1 The P.C.C. retaining wall located at the northeast corner of building 334 that runs east/west along the alley way shall be cut/removed starting at the corner of the building going east. The wall shall be cut at a 4:1 slope and shall match into the finished grade approx. 12 feet east of this point. It should be noted that the northeast corner of Building 334 is built as a slab on grade. based on historical information the existing material under the slab is believed to be compacted sand.

The contractor shall take special care removing the existing pavement and retaining wall and grading in and around the area. If this area becomes undermined, it shall be repaired in a manner acceptable to the engineer/KO/COR representative. Shoring or pressure grouting may be required by the contractor if this becomes an issue.

1.8 WATER MAIN

1.8.1 The existing 8” cast iron water main that runs along Hobbs Street shall be removed and replaced with 8” PVC. See sheet D.04, ER.03 and ER.04 in the construction plans in Appendix A for more specifics and details.

1.8.2 The existing 8” water main and fire hydrant located near the northeast corner of Building 334 shall be removed and replace with new. See sheet D.04 and ER.04 in the construction plans in Appendix A for more specifics and details.

1.8.3 The existing fire hydrant and valve located near the intersection of Hobbs Street and Rodman Avenue shall be removed, relocated, and replaced. See sheet D.03 and ER.03

1.9 DRAWINGS:

1.9.1 The construction 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 2024 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.

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

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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 Much of the project is granular (gravel) material. Existing concrete can be found on the west side of the project and a small amount of existing hot mix asphalt on the east side of the project.

1.11.2 SUBMITTALS

1.11.2.1 Copy of On-Site SWPPP Binder

1.11.2.2 Shop Drawings

1.11.2.3 The contractor shall submit all items listed in part 2 of each section defined in the SUDAS Standard Specifications pertaining to this project. This includes but is not limited to rock, pavement, and sewer.

1.11.2.4 Safety Submittals

1.11.2.5 Form 1354 -Real Property Acceptance

1.11.2.6 Environmental Submittals

1.11.2.7 Construction Schedule

1.11.2.8 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 90 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, 9 | P a g e

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

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

10 | P a g e 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.

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

11 | P a g e 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 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.

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

12 | P a g e 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.

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.

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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 environmental laws and regulations necessary to adhere to the specifications of this contract. The Contractor shall submit all plans, notifications, reports, 14 | P a g e 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 implementation of directed actions to correct identified environmental noncompliance. Contractor shall have at least one ECD on duty at all times at

15 | P a g e 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 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

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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.

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

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- 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.

Practicing spill prevention and good housekeeping.

Schedule inspections and provide corrective actions for noted deficiencies.

4.2.14 Storm Water Management Low Impact Design/Development (LID): 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:

• Restoring predevelopment hydrology to the maximum extent technically feasible

• Promoting natural removal of pollutants such as nutrients, oil and grease, and sediments from storm water

• Managing rainfall at the point where it falls

• Meeting the requirements of the MS4 permit

• Important Note: Utilization of permanent retention/detention ponds is prohibited without authorization from the Installation Planning Division.

4.2.15 Use of Pesticides: Contractor shall submit the type and quantity of pesticides to be applied, the application purpose, and location to the DGR and COR for approval 10 working days prior to the initial application. The Contractor shall submit the actual quantities applied via DD1532, Pest Management Report, to the DGR and COR within 2 working days (48 hours) after each approved application. The Contractor shall utilize Integrated Pest Management (IPM) technology and procedures in strict compliance with all applicable Federal, State, Army, and installation regulations, to include the installation's Integrated Pest Management Plan and DODI 4150.07. Pesticide applicators shall be certified and licensed by the State of Illinois in the applicable pesticide application categories.

The Contractor shall provide evidence of personnel licenses and certifications to the Contracting Officer and the DGR prior to the initial application of pesticides.

Only those pesticides registered with the US Environmental Protection Agency

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(EPA) and approved by USAG-RIA Integrated Pest Management Coordinator shall be utilized, and then only in strict accordance with product labeling. The installation reserves the right to prohibit and limit the amount and type of pesticides used.

4.2.16 Protection of Work Site Resources: Contractor shall confine all activities to areas defined by the drawings and specifications. Prior to the beginning of any work, the Contractor shall identify any land resources to be preserved within the work area.