A21_Attach_0001_SOW.pdf

Project # 2006-224 Replace BLDG 90 Stone Cornice

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Rock Island Arsenal Scope of Work

PR #2006-224

Replace BLDG 90 Stone Cornices 31 January 2018

US Army Garrison‐Rock Island Arsenal

Directorate of Public Works Engineering and Services Division

IMRI‐RIA‐PWF

1 Rock Island Arsenal

Rock Island, IL 61299‐5000

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PROJECT SUMMARY: The scope of this project is to repair by replacement the stone cornices and masonry repointing for building 90 on US Army Garrison Rock Island Arsenal. The base bid amount for this contract is the repair by replacement of approximately 70 linear feet (LF) of Limestone Cornice on the North Facade. The cornice stones are monolithic in nature and new stones shall match the existing in material, dimensions, and finish decorative profiles. The entire Cornice stone assembly is approximately 4’ wide by 1’-8” thick and are in varying lengths. The base bid includes approximately 800 square feet (SF) of historic masonry repointing. This contract has bid options to replace additional stone cornices and existing mortar joints. Bid option 1 comprises the repair by replacement of the South Elevation cornice, which is approximate in dimensions to the North Elevation Cornice. Bid option 2 comprises the repair by replacement of the West Elevation cornice, which is approximate in dimensions to the North Elevation Cornice. Bid option 3 comprises the repointing of all masonry joints for the entire building. Bid option 4 comprises replacing 300 LF of box gutter lining. The Contractor shall secure the services of a historic masonry Consultant for the duration of this project. For complete project requirements in addition to this Scope of Work (SOW) see the attached plans and specifications.

1 PART ONE: SPECIFIC PROJECT

1.1 PROJECT DESCRIPTION: U.S. Army Garrison (USAG) – Rock Island Arsenal

(RIA) has a requirement for a construction project to repair by replacement the existing limestone cornice on Building 90 in accordance with this Scope of Work (SOW), the attached specifications (Attachment A) and the attached drawings (Attachment B).

1.2 A glossary of acronyms has been provide for the Contractor’s convenience; see Attachment D.

1.3 SPECIAL SERVICES/REQUIREMENTS

1.3.1 The Contractor shall follow the special services/requirements in accordance with this SOW, the attached specifications (attachment A), and the attached drawings (Attachment B).

1.3.2 Work hours for this project are 06:00 to 17:00, Central Time, on Monday through Friday.

1.3.3 The Following Federal Holidays will be observed and do not constitute a work day: New Year’s Day, January 1; Martin Luther King Day, 3rd Monday in January; President’s Day, 3rd Monday in February, Memorial Day, last Monday in May; Independence Day, July 4; Labor Day, 1st Monday in September; Columbus Day, 2nd Monday in October; Veteran’s Day, November 11, Thanksgiving Day, 4th Thursday in November; Christmas Day, December 25.

1.3.4 If a holiday falls on Saturday, the preceding Friday is a holiday. If a holiday falls on Sunday, the following Monday is a holiday.

1.3.5 For any additional installation operational and working hours see the attached specifications (Attachment A) and the attached drawings (Attachment B).

1.3.6 Disruption of the tenants and their missions shall be minimized. Any potential interferences with the tenants or the rest of the RIA’s services, personnel, or

3 | P a g e entities shall be coordinated with the Contracting Officer (KO) / Contracting Officer’s Representative (COR) so as to minimize disruption.

1.3.7 Contractor shall be responsible for accurate measurements of all existing site conditions.

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

1.4 BASE BID

1.4.1 The Base Bid consists of furnishing all labor, equipment, and material to repair by replacement the existing North Elevation Cornice on building 90 in accordance with this SOW and the attachments.

1.4.2 As a portion of the base bid the Contractor shall allot 800 SF of mortar repointing;

see plans and specifications for additional details and requirements.

1.5 BID OPTIONS:

1.5.1 Bid option 1 consists of furnishing all labor, equipment, and material to repair by replacement the existing South Elevation Cornice on building 90 in accordance with this SOW and the attachments.

1.5.2 Bid option 2 consists of furnishing all labor, equipment, and material to repair by replacement the existing West Elevation Cornice on building 90 in accordance with this SOW and the attachments.

1.5.3 Bid option 3 consists of furnishing all labor, equipment, and material to repoint the existing mortar joints for the entire building in accordance with this SOW and the attachments.

1.5.3.1 As part of Bid Option3 the Contractor shall allot 250 square feet of half depth masonry unit repair or Dutchman type repair. The Contractor shall provide a total installed cost per square-foot ($/SF) to include labor, materials, and equipment for half depth replacement of limestone masonry. The Contractor shall bring areas not indicated on plans that require repair to the attention of the COR. The COR and Contractor shall agree upon the square footage indicated. Square footage not completed as repairs shall be credited back to the government based upon the square-foot cost provided by the contractor. Additional areas requiring repair shall be based on the square-foot cost provided by the contractor.

1.5.3.2 Bid Option 4 consists of furnishing all labor, equipment, and material to demolish and replace approximately 300 LF of box gutter lining.

1.6 DRAWINGS:

1.6.1 The design drawings for this project are attached to this SOW in Attachment B.

1.7 SPECIFICATIONS

1.7.1 The specifications for this project are attached to this SOW in Attachment A.

1.8 SUMBITTALS/DELIVERABLES:

1.8.1 Submittals are required. See the submittal register in Attachment A and plans in

Attachment B for requirements.

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1.9 EXISTING CONDITIONS

1.9.1 The existing limestone cornice system(s) have failed and/or are at the end of the useful life. The existing mortar joints have failed and/or are at the end of the useful life. Refer to project specifications (Attachment A) and project plans (Attachment B) for details.

1.9.2 The general height of the building above the existing grade does not exceed 65’.

2 PART TWO: GENERAL INFORMATION

2.1 COMMENCMENT, PROSECUTION, AND COMPLETION OF WORK:

2.1.1 The Contractor shall bid the entire Scope of Work to include all items attached or referenced.

2.1.2 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, prosecute the work diligently. The Contractor has 270 calendar days to perform the work.

2.1.3 The award of Bid Option 1 shall extend the contract by an additional 90 calendar days.

2.1.4 The award of Bid Option 2 shall extend the contract by an additional 90 calendar days.

2.1.5 The award of Bid Option 3 shall extend the contract by an additional 90 calendar days.

2.1.6 The award of Bid Option 4 shall extend the contract by an additional 90 calendar days.

2.2 SEQUENCE OF WORK

2.2.1 The Contractor shall sequence the work to complete the project in accordance with this SOW, the attached specifications (attachment A), and the attached drawings (Attachment B).

2.3 CONTRACTOR MANPOWER REPORTING (CMR): The Office of the

Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report ALL Contractor manpower (including subcontractor manpower) required for performance of this contract. The Contractor shall supply all the information in the format using the following web address https://Contractormanpower.army.pentagon.mil. The required information includes: (1) Contracting Office, KO, or also known as the COR; (2) Contract number, including task and delivery order number; (3) Beginning and ending dates covered by reporting period; (4) Contractor's name, address, phone number, e-mail address, identity of Contractor employee entering data; (5) Estimated direct labor hours (including sub-Contractors); (6) Estimated direct labor dollars paid this reporting period (including sub-Contractors); (7) Total payments (including sub-Contractors); (8) Predominant Federal Service Code (FSC) reflecting services provided by Contractor (and separate predominant FSC for each sub-Contractor if different); (9) Estimated data collection cost; (10)

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Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the Contractor with its UIC for the purposes of reporting this information); (11) Locations where Contractor and sub-Contractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website); (12) Presence of deployment or contingency contract language; and (13) Number of Contractor and sub-Contractor employees deployed in theater this reporting period (by country). As part of its submission, the Contractor shall provide the estimated total cost (if any) incurred to comply with this reporting requirement.

Reporting period shall be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year. Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a Contractor’s system to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the XML direct transfer may be downloaded from the website.

3 PART THREE: SECURITY

3.1 OPERATIONS SECURITY (OPSEC) REVIEW:

3.1.2 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 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 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

6 | P a g e locations, in accordance with status of forces agreements and other theater regulations.

3.1.5 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.

3.1.6 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.

3.2 RIA specific provision/clause language:

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

3.2.2 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 Contractor will coordinate with the COR and/or the facility security office for access when required.

3.2.3 Building Stand-Off: All occupied buildings on Rock Island Arsenal require a 40 feet stand-off by all vehicles and equipment. At no time will unoccupied vehicles, equipment or tools/tool boxes be left unattended within 40 feet of installation buildings.

3.2.4 All personnel requesting access to Rock Island Arsenal will only enter through a manned and operational Access Control Point and present a United States National or State issued identification that is capable of being scanned for valid entry. All Contractor and Contractor employees' vehicles, equipment, and packages are subject to inspection or examination (search) at entry/exit of the Rock Island Arsenal. Only authorized individuals that pass a screening and vetting process will be permitted access. All Contractor and subcontractor personnel will be required to submit the required identification credentials and must receive a favorable background check as conducted through the National Crime Information Center (NCIC) Interstate ID Index (III) to gain access and work on the installation.

4 PART FOUR: ROCK ISLAND ARSENAL SUPPLEMENTAL GUIDANCE

4.1 EMERGENCY MANAGEMENT CONTRACTOR ORGANIZATION AND

CONTRACTOR REQUIREMENTS:

4.1.1 All contractors working on RIA must comply with Department of Defense Instruction number 6055.17, "DoD Installation Emergency Management Program" (http://www.dtic.mil/whs/directives/corres/pdf/605517p.pdf), Army Regulation 525-27, "The Army Emergency Management Program" (http://www.apd.army.mil) and Department of Army Pamphlet 525-27, "Army

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Emergency Management Program" (http://www.apd.army.mil). The Army Emergency Management Program serves as the single integrated emergency management program for the planning, execution, and management of response efforts (designed or intended) to mitigate the effects of an all-hazard incident, to include but not limited to, natural, manmade, and technological disasters, chemical, biological, radiological, nuclear, and high-yield explosive (CBRNE) incidents and accidents on or affecting Army installations, facilities, and/or activities.

4.1.2 All contractor organizations must participate in the installation quarterly Protection Working Group. To attend this working group, contact the KO/COR.

4.1.3 Contractor organizations must comply with the installation emergency guide and Building Marshal Warden Program and write supplemental plans that describe actions to take specific to the area the contractor organization occupies to include but not limited to shelter locations, evacuation points, communication plan and points of contact. The installation emergency guide can be used as a template for this plan. Building Marshal Warden Program Manager can be contacted through the COR.

4.1.4 Contractor organizations must provide Facility Emergency Response Plans to the KO/COR for inclusion into the installation Emergency Management Plan.

4.1.5 All contractor organizations must support Public Health Emergency Officer policy and guidance relating to the integration of health surveillance requirements within operational/installation decision support schemes.

4.1.6 All contractor organizations must comply with installation policies; applicable federal, state, and local laws; regulations; and Executive Orders.

4.1.7 All contractor organizations must ensure that non-DOD HAZMAT is not stored, treated, or disposed of on the installation unless approved by the Office of the Assistant Secretary of the Army for installations, Energy and Environment, his or her designee, or higher authority.

4.1.8 All contractor organizations must assess the long-term resource impacts of all environmental agreements in coordination with the acquisition community.

Coordinate resource implications for agreements through command channels as appropriate prior to approval.

4.1.9 All contractors must comply with installation emergency procedures. This includes compliance with all emergency communications instructions provided through official channels to include the outdoor speaker system (Giant Voice), ADHoc alert system, building notification systems (Little Voice), or Building Marshal Warden’s.

4.2 FIRE PREVENTION AND SAFETY:

4.2.1 The Contractor and any associated sub-contractors shall as part of this contract comply with all applicable federal laws (Title 15 USC 272) pertaining to the use of technical standards that are developed or adopted by voluntary consensus bodies such as the NFPA. Current National Fire Codes are published by the National Fire Protection Association (NFPA) www.nfpa.org. Current “International” codes are published by the International Code Council (ICC)

8 | P a g e www.iccsafe.org Additional DoD mandated standards are published as Unified Facilities Criteria (UFC’s) www.wbdg.org/references/pa_dod.php.

4.2.2 Fire Prevention Program. The Contractor and any subordinate sub-contractor(s) shall comply with the most current edition of the RIA Program for Fire and Emergency Services referenced as the “RIAR 420-2 Rock Island Arsenal Program for Fire and Emergency Services” and can be obtained by contacting the installation fire department at (309) 782-6107.

4.3 ENVIRONMENTAL

4.3.1 The Contractor shall follow all environmental requirements in accordance with this SOW, the attached specifications (attachment A), and the attached drawings (Attachment B).

4.3.2 Regulations and Laws. Contractor shall comply with all Federal, State, and local laws, regulations, and standards. All environmental protection matters shall be coordinated with the Contracting Officer or his designated representative. The Environmental Coordinator's Office will review questions on environmental compliance, and provide guidance as needed. In case of an environmental event or disaster, the Contractor shall comply with the Government's emergency services plan.

4.3.3 Compliance Requirements. Any of the facilities operated by the Contractor may be inspected by the Contracting Officer or his designated representative, the RIA Environmental Coordinator, or other Regulatory Officials on a non-notice basis.

Access for inspection by all authorized personnel shall be granted upon request.

4.3.4 Citations. Citations/Fines for non-compliance with environmental standards on Government facilities operated by the Contractor are a matter for resolution through the Environmental Coordinator's Office and between the RIA Garrison Commander and the issuing office of EPA or State of Illinois Regulatory Authorities. If the citations/fines are issued due to faulty operation or maintenance practices, the Contracting Officer shall deduct the fine from any monies due the Contractor.

4.3.5 Disposal of all wastes generated on site during the course of the project shall be the responsibility of the Contractor. Hazardous waste shall be properly accumulated and managed according to all applicable EPA laws and regulations.

Hazardous waste manifests shall be signed by the Public Works Environmental Office.

4.3.6 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 subcontractors 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.

4.3.7 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 60% of http://www.wbdg.org/references/pa_dod.php

9 | P a g e 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, copy included in Appendix E.

Form shall be annotated to depict the various non-hazardous waste streams expected during the work and the anticipated recycle and/or diversion rate.

4.3.8 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.

4.4 ENERGY

4.4.1 The Contractor shall follow all energy requirements in accordance with this SOW, the attached specifications (attachment A), and the attached drawings (Attachment B).

4.4.2 Contractor shall operate all shops, buildings, structures, and areas included in the performance of this contract in an energy efficient manner to preclude waste of Government furnished utilities and fuels. Temperatures in all contractor areas will be maintained at specified RIA standards.

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

4.4.3.1 Training personnel to conserve energy by turning off unneeded equipment and utilities.

4.4.3.2 Use of lights only in areas where work is actually being performed.

4.4.3.3 Water faucets or valves shall be turned off after required usage has been accomplished.

4.4.3.4 Complying with water bans imposed by local, State, or Federal Agencies.

4.4.3.5 All engines in vehicles parked for more than two (2) minutes will be shut off.

4.4.3.6 Providing a designated representative, for each building or area permanently occupied by contractor personnel, who may be contacted regarding unnecessary operation of lights, machinery, or heating/cooling systems.

4.4.4 Inspection Requirements. General area inspections for energy consumption deficiencies shall be granted on request. Any of the facilities operated by the Contractor may be inspected by the DPW Energy Engineer on a non-notice basis.

4.5 HAZARDOUS/SPECIAL WASTE DISPOSAL

4.5.1 The Contractor shall follow all hazardous/special waste disposal requirements in accordance with this SOW, the attached specifications (attachment A), and the attached drawings (Attachment B).

4.5.2 Handling or disposing of hazardous or special waste generated by the Contractor in the performance of this contract, shall be submitted to the Environmental Coordinator’s Office for turn into DLA. Handling or disposing of hazardous or special waste generated by the Contractor in maintenance of Contractor owned equipment shall be the responsibility of the Contractor. Contractor shall dispose of it at an approved site off RIA. All disposal procedures will be IAW Federal

10 | P a g e and State EPA regulations. A copy of any paperwork, including manifests, shall be forwarded to, Environmental Coordinator’s Office, RIA.

4.6 APPLICABLE PUBLICATIONS

4.6.1 The Contractor shall follow the publications referenced in accordance with this

SOW, the attached specifications (attachment A), and the attached drawings (Attachment B).

4.6.2 Contractor shall comply with the following publications (http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc):

4.6.3 Unified Facilities Criteria (UFC) 1-200-01: General Building Requirements with Change 3

4.7 PRECEDENCE

4.7.1 RESOLUTION OF CONFLICTING CRITERIA: In the event of conflict between

References and/or Applicable Military Criteria, the most stringent criteria will apply, unless otherwise specifically noted in the scope of work.

4.8 COMPLETION DD FORM 1354

4.8.1 The Contractor shall be required to submit a DD Form 1354. To ensure the proper use of this form, the Contractor shall meet with the Government representatives (Construction Office Representative and installation representative) prior to any demolition or construction to receive training and sample documents. A draft version of the form shall be prepared and maintained by the Contractor throughout construction and shall be made available to the Government upon request. Upon project completion, the draft DD Form 1354 shall be finalized by the Contractor to reflect all construction, repair, relocation, and demolition information. The final version shall then be submitted to the Government as a part of the final submittal package.

5 PART FIVE: ATTACHMENTS

5.1 Attachment A: Project Specifications.

5.2 Attachment B: Project Plans.

5.3 Attachment C:

5.4 Attachment D: Glossary

5.5 Attachment E: