Attachment_001_2017_0303_SOW_FINAL_-_PR2016-6699_SewerLine.pdf

Project# 2016-6699 SOW for Repair Sanitary Line across Sylvan Slough Project# 2017-1817 SOW for Repair Collapsed Storm Water Outfall

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Rock Island Arsenal Scope of Work

PR #2016-6699 Repair Sanitary Line under Rock Island- Arsenal Viaduct

PR #2017-1817 Repair Collapsed Storm Water Outfall

03 March 2017

US Army Garrison‐Rock Island Arsenal Directorate of Public Works

Engineering and Services Division

IMRI-PWF

1 Rock Island Arsenal Rock Island, IL 61299‐5000

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1 GENERAL INFORMATION

1.1 COMMENCMENT, PROSECUTION, AND COMPLETION OF WORK:

The Contractor shall be required to commence work under this contract within 30 calendar days after the date the Contractor receives the Notice to Proceed, prosecute the work diligently, and complete the entire work ready for use not later than 360 calendar days after the date the Contractor receives the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

1.2 SEQUENCE OF WORK:

1.2.1 Submit initial Transmittal Registry, Schedule, Safety Plan, Environmental Plan, Quality Plan, Design Codes,

1.2.2 Design Drawing and Specification Submittals

1.2.2.1 35% Set

1.2.2.2 65% Set

1.2.2.3 100% Set

1.2.2.4 Construction Set

1.2.3 Shop Drawing Submittals

1.2.4 Procure Equipment and Materials

1.2.5 Construction – concurrent with procurement activities

1.2.6 Final Project Clean-up and Completion of Form DD1354

1.2.7 Provide Record Drawings and Installation and Operating Manuals

1.3 SPECIAL CONDITIONS:

1.3.1 A Staging Area can be requested in writing from the COR (Contracting Officer’s

Representative) for the temporary storage of construction materials and equipment.

1.3.2 Construction Schedule and Closure Periods:

1.3.3 The Contractor’s Construction Schedule shall be submitted to the Government for approval.

1.3.4 Access and Working Hours:

1.3.4.1 Work hours for this project are 06:00 to 17:00, Central Time, Monday through

Friday.

1.3.4.2 The Contractor’s work schedule may deviate from these hours when approved by the COR.

1.3.4.3 Federal Holidays are: New Year’s Day, January 1; Martin Luther King Day, 3rd

January Monday; President’s Day, 3rd February Monday, Memorial Day, last Monday in May; Independence Day, July 4; Labor Day, 1st Monday in September; Columbus Day, 2nd October Monday; Veteran’s Day, November 11, Thanksgiving Day, 4th November Thursday; Christmas Day, December 25.

1.3.4.4 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 Utilities: The Government shall furnish, at no additional charge, the use of Electricity and Water. (See Section 3.4 ENERGY CONSERVATION:)

1.3.6 All site condition information provided by the Government shall be field verified by the Contractor.

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1.4 FORM DD 1354

This form is used to record the function, material, and quantities of installed work made by the Contractor under this Scope of Work.

1.5 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, Contracting Officer, or also known as the Contracting Officer’s Representative (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) 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.

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2 SECURITY

2.1 OPERATIONAL SECURITY (OPSEC) REVIEW:

2.1.1 In order to perform project (Project for Repair Sanitary Line under Rock Island-

Arsenal Viaduct) the Contractor must do the following:

2.1.2 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 subcontractor employees, requiring access 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 subcontractor employee, to the COR or to the Contracting Officer, if a COR is not assigned, within 30 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil.

2.1.3 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-contractors 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.

2.1.4 For Contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractors 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.

2.1.5 iWATCH Training. This standard language is for Contractor employees with an area of performance within an 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 local 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

5 | P a g e and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

2.1.6 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.

2.1.7 RIA specific provision/clause language:

2.1.7.1 A non-disclosure agreement will be signed by the Prime Contractor before report/start date of contract.

2.1.7.2 All Training will be face to face, conducted on RIA. Any conflicts with training locations/performance will be directed by the project COR.

2.1.7.3 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.

2.1.7.4 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. (Any exceptions will be approved by the Installation ATO (IATO) and /or DES - Physical Security Chief).

2.1.7.5 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.

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3 ROCK ISLAND ARSENAL SUPPLEMENTAL GUIDANCE

3.1 EMERGENCY MANAGEMENT CONTRACTOR ORGANIZATION AND

CONTRACTOR REQUIREMENTS:

3.1.1 All contractors working on RIA must comply with Department of Defense Instruction number 6055.17, "DoD Installation Emergency Management Program", Army Regulation 525-27, "The Army Emergency Management Program" and Department of Army Pamphlet 525-27, "Army Emergency Management Program". 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.

3.1.2 Contractor Organizations:

3.1.2.1 All contractor organizations must participate in the installation quarterly

Protection Working Group. To attend this working group, contact the Garrison DPTMS Plans and Operations Office.

3.1.2.1.1 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 Installation Fire Department (309) 782- 6107.

3.1.2.1.2 Contractor organizations must provide Facility Emergency Response Plans to the installation Emergency Manager for inclusion into the installation Emergency Management Plan.

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

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

3.1.2.1.5 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.

3.1.2.1.6 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.

3.1.3 Contractors:

3.1.3.1 All Contractors must comply with installation emergency procedures as defined in the installation emergency guide and facility emergency response plans. This includes compliance with all emergency communications instructions provided

7 | P a g e through official channels to include the outdoor speaker system (Giant Voice), AtHoc alert system, building notification systems (Little Voice), or Building Marshal Warden's.

3.2 FIRE PREVENTION AND SAFETY:

3.2.1 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) www.iccsafe.org Additional DoD mandated standards are published as Unified Facilities Criteria (UFC's) www.wbdg.org/references/pa_dod.php.

3.2.2 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.

3.3 ENVIRONMENTAL PROTECTION:

3.3.1 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 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.

3.3.2 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.

3.3.3 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.

3.3.4 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.

3.3.5 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.

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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.

3.3.6 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 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 C.

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

3.3.7 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.

3.4 ENERGY CONSERVATION:

3.4.1 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.

3.4.2 Conserve energy by turning off unneeded equipment and utilities.

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

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

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

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

3.4.7 Provide 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.

3.4.8 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.

3.5 HAZARDOUS/SPECIAL WASTE DISPOSAL:

3.5.1 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.

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4 APPLICABLE PUBLICATIONS and PRECEDENCE

The Contractor’s designer must name which codes and manufacturer’s guidance shall be used for each part of the design-build project. Resolution of conflicting criteria shall be first by the top tiered code, the follow on codes that reference the top tiered code, and then the manufacturer’s guidance for installation and operation.

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5 BASE BID: SANITARY FORCED MAIN – PR# 2016-6699

5.1 SUMMARY

5.1.1 RIA is soliciting a design/build project to Construct approximately 2500 linear feet of pressurized and/or gravity flow sanitary sewer line(s), below the Sylvan Slough. The constructed sewer shall work without modification to the existing pumps at the Rock Island Arsenal liftstation (BLDG204).

5.2 CONSTRUCTION

5.2.1 Construct a sanitary sewer line of appropriate Dihydrogen Sulfide resistant materials running from BLDG204 on Rock Island Arsenal to the currently utilized sanitary sewer utility hole in the City of Rock Island.

5.2.2 Construct both pressurized and gravity portions to accomplish the requirements.

Gravity lines may be single walled sanitary pipe. Pressurized force main, shall be placed inside a sealed/lined bedrock cavity or a second pipe to provide secondary containment.

5.3 GUIDANCE AND REQUIREMENTS

5.3.1 The constructed sewer line shall handle flows of up to 2000 gallons per minute

(gpm) and handle operating pressures ranging from 25-45 pounds per square inch (psi).

5.3.2 The design life for the constructed sewer line and components shall not be less than 50 years. The constructed sewer line shall not require more than 8 hours of maintenance per 5 years of operation.

5.3.3 The Design and Construction shall meet the requirements and conditions for Section 404 Nationwide Permit 12 and Illinois Statewide Permit No. 8.

5.3.4 The constructed sewer line shall not be impacted by flood flows of elevation

571.0 (NAVD88), calculated at Rock Island – Arsenal Viaduct (STR275).

5.3.5 The constructed items shall not cause an increase in the 100-year floodplain elevation upstream of the constructed sewer line location.

5.3.6 Construction under the city of Rock Island’s Levee shall be IAW Corps Section 408 requirements and with a City Levee District approval for the Drilling Program Plan (DPP).

5.4 DEMOLITION

5.4.1 Cap the existing sanitary line that is being left (abandoned) in place, at no more than five-hundred foot intervals.

5.4.2 Remove the existing sanitary line and supporting superstructure from the bottom of STR275. The steel and concrete superstructure of STR275 shall not be permanently modified or attached to for removing the existing sanitary sewer line.

5.5 DESIGN DRAWINGS, PROGRESS REPORTS, AND RECORD DOCUMENTS

5.5.1 Transmit submittals for draft designs, designs, project specifications, safety plans, quality control plans, environmental plans, and for all purchased materials the

11 | P a g e manufacturer’s installation guidance, the manufacturer’s material specifications, and the manufacturer’s material quality test(s) information.

5.5.2 The 65% drawing set will be used for requests of required permits and required notifications. With comments addressed in the final documents for review.

5.5.3 Transmit submittals, either hard- or electronic-copy(ies), of published design codes and standards used for the various design features of this work.

5.5.4 On a monthly basis and with each payment request application, if more frequently, also submit an updated schedule, scanned or photographed copies of “during construction Red line” mark-ups (no more than a week old), initial GPS points data file(s), and updated transmittal registry.

5.5.5 Project Record documents shall be provided as the project is completed, or before any completed work item is placed in service. The project record drawings shall organize the information given on the “For Construction” drawings, “during construction Red line” mark-ups, and GPS data point file(s).

5.6 PROVIDED DRAWINGS: ATTACHMENT 4A

5.6.1 Marked Site Map.

5.6.2 275-14: Repair Rock Island Viaduct, Structure 275 – sections and details.

5.6.3 275-14: Repair Rock Island Viaduct, Structure 275, Pier VI – details.

5.6.4 275-16: Rock Island Bridge Repair, Structure 275, Sewage Line.

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6 OPTION 1: GRAVITY STORM SEWER – PR#2017-1817

6.1 SUMMARY

6.1.1 RIA is soliciting a design/build project to Pipeburst approximately 1000 linear foot of partially collapsed and compromised 16” Cast Iron, gravity storm sewer line. Install new line and construct new inlet and outlet structures.

6.2 CONSTRUCTION

6.2.1 Construct a gravity storm sewer made of no bigger than 18” HDPE (High Density

Polyethylene) pipe and no smaller than 16” HDPE pipe following the old line.

Construct a control and inlet structure with trash rack(s) and trash removal crane.

Construct an outlet structure interior or immediately outside of the Moline Power Dam (STR161) with control sluice gate.

6.2.2 The sewer shall run from a point of drainage in the interior of the “Tank Test Track” on Rock Island Arsenal to the tail water side of STR161.

6.3 GUIDANCE AND REQUIREMENTS

6.3.1 The design life for the constructed storm sewer and components shall not be less than 50 years.

6.3.2 The Design and Construction shall meet the requirements and conditions for

Section 404 Nationwide Permit 12 and Illinois Statewide Permit No. 8.

6.3.3 The constructed storm sewer (lines) shall be functional at Mississippi River flood flows of elevation 572.0 (NAVD88), calculated at STR161.

6.3.4 The constructed items shall not cause an increase in the 100-year floodplain elevation upstream of the constructed storm sewer location.

6.4 DESIGN DRAWINGS, PROGRESS REPORTS, AND RECORD DOCUMENTS

6.4.1 Transmit submittals for draft designs, designs, project specifications, safety plans, quality control plans, environmental plans, and for all purchased materials the manufacturer’s installation guidance, the manufacturer’s material specifications, and the manufacturer’s material quality test(s) information.

6.4.2 The 65% drawing set will be used for requests of required permits and required notifications. With comments addressed in the final documents for review.

6.4.3 Transmit submittals, either hard- or electronic-copy(ies), of published design codes and standards used for the various design features of this work.

6.4.4 On a monthly, or if more frequently, with each payment request application also transmit submittals, providing an updated schedule, scanned copies of “during construction Red line” mark-ups, initial GPS points data file(s), and updated transmittal registry.

6.4.5 Project Record documents shall be provided as the project is completed, or before any completed work item is placed in service. The project record drawings shall

13 | P a g e organize the information given on the “For Construction” drawings, “during construction Red line” mark-ups, and GPS data point file(s).

6.5 PROVIDED DRAWINGS: ATTACHMENT 4B

6.5.1 Marked Garrison Map.

6.5.2 Storm water Utility Map indicating Collapsed Storm Water Line

6.5.3 161-1, Moline Water Power Dam, Borings.

6.5.4 161-1, Moline Water Power Dam, Cofferdam and Existing Conditions.

6.5.5 161-1, Moline Water Power Dam, General Plan.

1.5 CONTRACTOR MANPOWER REPORTING (CMR):