amendment0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84 STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Clarif ication on gantry crain in Section 5.1 in the SOW and an update to Magnitude of scope.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 21

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 30-Nov-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DQ18B1002 X 9B. DATED (SEE ITEM 11)03-Nov-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Nov-2017

CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C

601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ18B1002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

The following items are applicable to this modification:

SECTION 00 21 00 - INSTRUCTIONS

SCR_CT_007 MAGNITUDE OF PROJECT—CONSTRUCTION (Jul 2002)

The magnitude of this project is represented by the following estimated price range (contracting officer mark as appropriate):

_____Less than $25,000

_____Between $25,000 and $100,000

_____Between $100,000 and $250,000

_____Between $250,000 and $500,000

_____Between $500,000 and $1,000,000

_XX__Between $1,000,000 and $5,000,000

_____Between $5,000,000 and $10,000,000

_____Between $10,000,000 and $25,000,000

_____Between $25,000,000 and $100,000,000

_____Between $100,000,000 and $250,000,000

_____Between $250,000,000 and $500,000,000

_____Over $500,000,000

(End)

SECTION 01 00 00 - GENERAL REQUIREMENTS

SCOPE OF WORK

FINAL October 31, 2017 AMENDED – November 17, 2017

AMENDMENT #2 – November 22, 2017 AMENDMENT #3 – November 29, 2017

DEPARTMENT OF THE ARMY

Kansas City District, Corps of Engineers

Metal Dust Cleaning and Paint Stabilization Services Truman Power Plant

SCOPE OF WORK

1. DESCRIPTION

1.1 GENERAL

The Contractor shall furnish all services, permits, materials, supplies, labor, equipment, superintendence, travel, and any and all other services as required in connection with lead-based paint debris and settled dust cleaning, lead-based paint stabilization, and disposal services necessary to complete this Scope of Work (SOW). The Contractor, its subcontractor(s) and appropriate employee(s) of each, shall be responsible for obtaining and maintaining any registration or certification as required by the various federal, state (i.e., state of Missouri), and local regulatory agencies, and any other registrations, certifications, licenses, permits, warrants, or other credentials or permissions required to perform these tasks. The Contractor shall obey all laws and regulations of the United States and the states and local governments having jurisdiction over the activities addressed in this SOW.

The Contractor shall supply personnel with sufficient training, and registration to perform all tasks (e.g., Missouri licensed Lead Abatement Contractor Supervisor and Workers) in accordance with all applicable laws and regulations. Truman Power Plant is an active facility with operational and security requirements for various activities. The Contractor will be subject to these limitations relative to coordination of activities, schedule, training and access, and will be responsible for all costs associated with complying with these restrictions.

The Contractor shall ensure the work is conducted in a manner that protects the safety and health of its employees, government employees, and members of the public; and that it complies with all current Occupational Safety and Health Administration (OSHA) and US Army Corps of Engineers (USACE) health and safety requirements.

1.2 BACKGROUND.

The Harry S. Truman Dam, located on the Osage River about 1.5 miles northwest of Warsaw, Missouri consists of an earth/rock embankment, concrete spillway, and hydroelectric power plant. Construction of the dam began in 1964 and was completed in 1979. The Truman Power Plant occupies a building footprint of approximately 62,000 square feet. Distinguishing features of the facility include three primary work bays or galleries (i.e., Pump Turbine, Service and Generator/Motor); two of which (Pump Turbine and Generator/Motor) contain a large overhead crane.

The Pump Turbine Gallery is distinguished by a large open bay (~75,000 cubic feet (CF)), allowing employees to access and service the turbine units from overhead. Similarly, the Generator/Motor Gallery is distinguished by a large open bay (~1,900,000 CF), allowing employees to access and service the generator units from overhead. The Service Gallery lies between the Pump Turbine and Generator/Motor Galleries and is comprised of three functional floors. The floors at elevation 658 and 682, house mechanical equipment and are open to the other two galleries via hallways and corridors. The floor at elevation 708 houses the Control Room and Administrative areas.

The work described herein consists of the cleanup and disposal of debris (e.g., lead-based paint chips and swarf) and dust contaminated with lead, chromium and cadmium generated during routine operation and maintenance activities and from the deterioration of paints and coatings applied to building materials (walls), equipment, and machinery at the facility.

2. MEASUREMENT & PAYMENT

The Contractor’s bidproposal shall provide an itemized price for each ITEM identified in Section 00 10 00 of this Solicitation. Additional descriptions of each task to be performed and deliverable to be produced are given in Paragraph 4 below: or cost breakdown to include (but not limited to) direct costs of labor, equipment, and materials for the following items:

BASE ITEMsCLINs ITEM 0001CLIN Surface Area Cleaning: Areas to be cleaned are identified on Table 1 as ID#s 1 to 15.

ITEM 0002CLIN Paint Stabilization: Areas where paint stabilization is to be performed are identified on Table 1 as ID#s 16 to 30.

OPTIONAL ITEMsCLINs ITEM 0003CLIN 3 Paint Stabilization of Generator Gallery South Wall – entire wall: Area where paint stabilization is to be performed is identified on Table 1 as ID#s 31.

ITEM 0004CLIN 4 Paint Stabilization of Pump Turbine Gallery Walls at heights greater than 10ft: Area where paint stabilization is to be performed is identified on Table 1 as ID#s 32.

ITEM 0005CLIN 5 Paint Stabilization of Mechanical Gallery South Wall at heights greater than 10 ft: Area where paint stabilization is to be performed is identified on Table 1 as ID#s 33.

3. PERIOD OF PERFORMANCE

For the BASE ITEMsCLINs (ITEMsCLINs 1 and 2), the Required Period of Performance shall be:

150 days from Notice to Proceed. This is to include all workplans, completion of the cleaning and paint stabilization work defined in each ITEMCLIN, and the Final Completion Report for all work completed.

For the OPTIONAL ITEMsCLINs 3, 4, and 5:

OPTIONAL ITEMCLIN 3 – If this ITEMCLIN is exercised, the Period of Performance will be extended to 270 days to accommodate this additional work.

OPTIONAL ITEMCLIN 4 – If this ITEMCLIN is exercised, the Period of Performance will be extended to 300 days to accommodate this additional work.

OPTIONAL ITEMCLIN 5 – If this ITEMCLIN is exercised, the Period of Performance will be extended to 210 days to accommodate this additional work.

In the event that multiple Options are exercised then the maximum Period of Performance will be 300 days.

4. WORK TO BE PERFORMED

The Contractor shall include costs for contract or project administration, preparation of the required Work Plans and Appendices, pre-construction conference, quality control reporting including Daily Quality Control Reports (DQCRs), verification testing including analytical laboratory costs, all other interim reporting while work is in progress, final completion report, and mobilization/demobilization. DQCRs shall be submitted to the Government throughout the duration of the contract.

4.1 Work Plan:

A comprehensive Work Plan shall be prepared to fully describe all aspects of the work to be completed. The Work Plan shall contain, but not be limited to, the following: Description of work to be performed including the overall approach to the work, the methods of operation, type of equipment, anticipated timeframes or production rates, verification sampling protocols, personnel required, and other special considerations. Schedule that presents the approach to completing the required work and key milestones to include a detailed phasing/sequencing plan.

Permits, licenses, and certificates (e.g., lead paint abatement), identification number, and location(s) of the disposal facility, if necessary. Key personnel to be used and their responsibilities. Training certificates and evidence of current medical surveillance for key personnel. Examples of all logs, reports, and record keeping that will be utilized.

4.1.1 Contractor’s Project Schedule (as an Appendix to the Work Plan) The Contractor’s Project Schedules shall identify all planned work activities with estimated start dates, end dates, and durations. See Section 5 of this SOW for additional information regarding permitted work schedules.

4.1.2 Accident Prevention Plan (as an Appendix to the Work Plan) The Contractor shall prepare an Accident Prevention Plan (APP) that complies with the requirements defined in the USACE Safety Manual (EM 385-1-1, Safety and Health Requirements). This document is available at http://www.usace.army.mil/ under library and publications. The APP shall include but is not limited to: site-specific fall protection plan; site-specific confined space entry; site-specific hazardous energy control plan; activity hazard analyses that address safe work practices, procedures, equipment, and personal protection equipment. The Accident Prevention Plan shall incorporate the current requirements of 29 CFR 1910, 29 CFR 1926, and EM 385-1-1.

Because this work is related to lead based paint, the Contractor’s APP shall specifically address potential for lead exposure and Contractor shall comply with the OSHA Lead Standard for Construction 29 CFR 1926.62.

4.1.3 Work Platform and Scaffold Design (as an Appendix to the Work Plan) If any work requires scaffolding, then the Contractor shall provide a detailed design document that describes the scaffold type, materials, and methods to erect all scaffolding. The Contractor is responsible for the design and adequacy of the scaffold. The Contractor is responsible for obtaining any required engineering certifications, load ratings, or any other required certifications related to the scaffold. Any approval of this document by the Government shall not be construed as a determination of adequacy or safety.

4.1.4 Contractor Quality Control Plan (as an Appendix to the Work Plan) The Contractor Quality Control Plan shall include descriptions of the quality control organization, qualifications of personnel, authority, areas of responsibility, subcontractor quality control, laboratory certification, tracking procedures and other necessary information based upon the work, to include definable features of work - specific checklists according to USACE Construction Quality Control training, i.e., three-phase quality control.

4.1.5 Waste Disposal Plan (as an Appendix to the Work Plan)

The Contractor will be responsible for proper management (storage, transport and disposal) of all waste materials (including any hazardous waste) generated as a result of performing the work in this contract. All waste management practices shall be in accordance with the applicable laws and regulations. The Contractor shall perform all necessary analytical testing for waste characterization purposes. The Contractor shall prepare all waste manifests, bills of lading, and any other administrative paperwork required for disposal. The Truman Power Plant has a Small Quantity Generator ID #. The Government will sign manifests as the Generator for all waste being disposed as hazardous waste. The Contractor shall sign manifests or similar paperwork for all non-hazardous waste.

The Contractor shall review all information provided in this SOW and develop the Waste Disposal Plan that shall include the transportation and disposal criteria, procedures, and practices sufficient to protect personnel and the environment from associated hazards. The Contractor shall provide a description regarding the type and volume of wastes anticipated to be generated. The Contractor will coordinate disposal with the facility Superintendent or his designee. The Contractor shall identify and perform any additional characterization (testing) necessary to ensure compliance with waste management requirements. Selection of the approved Treatment, Storage, or Disposal Facility (TSDF) shall be based upon cost-effectiveness, compliance status, regulatory agency input and Government approval. Remediation wastes shall be removed from the site by the Contractor and disposed of at a facility approved by the Government. The Contractor shall receive written acceptance from the TSDF prior to mobilization for Transportation and Disposal. The Contractor shall not transport any wastes prior to Government approval of the proper manifests and documentation. The Government will make every effort to conduct the approval process within five (5) working days after the Contractor submits the proper manifests and documentation.

4.2 Fall Protection Line Inspection and Certification:

Some of the work defined in this SOW will be performed in the Pump Turbine Gallery and the Generator Gallery.

Both these areas include tall walls of heights up to 76 ft above floor surface. Both of these areas include gantry style cranes that travel up and down the length of each Gallery. The gantry style cranes travel along fixed ledges (corbels). Surface area cleaning and paint stabilization work is required on these ledges and the walls above the ledges.

There are existing Horizontal Life Lines (HLLs) in place in both Galleries and are available for the Contractor to use as needed. The Government believes these HLLs are compliant with ANSI Z359 requirements for fall protection systems, but cannot provide certification documents to the Contractor. The Contractor shall utilize a qualified inspector to inspect the existing HLLs and to provide certification that the HLLs do, or do not meet the requirements of ANSI Z359. This inspection report and certification is a required submittal.

This task is separate and in addition to the Accident Prevention Plan and any subordinate Fall Protection Plans that the Contractor may need to author in order for the Contractor’s employees to conduct work in a manner compliant with OSHA and other required standards for worker safety and fall protection.

This task shall be one of the first activities performed by the Contractor and must be scheduled for inspection and any necessary testing to begin no later than 45 days from the Notice To Proceed issued by the Contracting Officer.

4.3 Final Completion Report:

The Contractor shall prepare a final, comprehensive Completion Report that describes all of the surface area cleaning and paint stabilization work completed under this contract. The Report shall include the following:

narrative description of work performed in each functional area including any documented accidents or mishaps;

before and after photographs of each area where work was performed; tables that summarize the Contractor’s verification sampling results; copies of all analytical laboratory reports; summary of all hazardous and non-hazardous waste materials disposed including types, quantity, disposal facility, dates of shipment, copies of certificates of disposal; copies of manufacturer specification sheets for all paint products used;’ copies of all DQCRs generated during the life of the project.

4.4 Quality Control:

The Contractor shall establish and maintain an effective quality control (QC) system in compliance with the Contract Clause titled "Inspection of Construction." QC consist of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. Cover all operations, both onsite and offsite, and be keyed to the proposed work sequence. The Contractor’s project superintendent will be held responsible for the quality of work and is subject to removal by the Government for non-compliance with the quality requirements specified in the contract. In this context the highest level manager responsible for the overall work activities at the site, including quality and production is the project superintendent. The project superintendent must maintain a physical presence at the site at all times and is responsible for all activities at the site, except as otherwise acceptable to the Government.

The Contractor shall designate a Contractor Quality Control (CQC) System Manager an individual within the onsite work organization who is responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The CQC System Manager must be have a minimum of 2 years experience on work similar to this contract. This CQC System Manager must be on the site at all times during work. The CQC System Manager may also serve as the project superintendent. Identify in the work plan an alternate to serve in the event of the CQC System Manager's absence. The requirements for the alternate are the same as the CQC System Manager.

4.5 Safety:

The Contractor shall comply with the safety and health provisions of the Corps Safety Manual (EM 385-1-1, Safety and Health Requirements). This document is available at http://www.usace.army.mil/ under library and publications. The Contractor shall also comply with Occupational Safety and Health Act (OSHA) standards.

4.6 Submittals:

The following is a list of all required reports or other submittals. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. “DO” represents the Design Office. “RO” represents the Resident Office.

Preconstruction Submittals: Work Plan; G, RO Work Plan Appendices: o Project Schedule; G, RO o Accident Prevention Plan; G, DO, RO o Work Platform and Scaffold Design (if scaffolding is used) ; G, DO, RO o Contractor Quality Control Plan; G, DO, RO o Waste Disposal Plan; G, RO Fall Protection Line Inspection Report and Certification; G, DO, RO Contractor and subcontractor employee background investigation reports; G, DO, RO Evidence of SSPC QP 1 Certification; G, DO, RO

Product Data: Paint color samples; G, RO Paint Product spec sheets; G, RO Primer Product Spec Sheets; G, RO Paint and Primer MSDS sheets; G, RO Carpet Product Spec Sheets; G, RO Carpet samples; G, RO

Quality Control: Daily Quality Controls Reports (DQCRs); G, RO

Test Reports: Analytical test reports; G, RO

Operation and Maintenance Data: Written Warranty for all paint work; G, RO Final Completion Report; G, DO, RO

For Submittals that are written documents, the Contractor shall provide:

One electronic document (pdf or Word format) for Government review. Contractor shall assume up to 15 days for Government review and approval. Contractor shall also provide 1 hard copy of each document submittal to the Resident office.

4.7 ITEMCLIN 1 – Surface Area Cleaning:

This ITEMCLIN shall include all costs for surface area cleaning work for all of the functional areas described below. This ITEMCLIN shall include all costs for containment measures, containment structures, or engineering controls necessary to protect the occupants by controlling the dispersion of debris and dust from the work area and protect workers. This ITEMCLIN shall include all costs associated with the management and disposal of all hazardous and non-hazardous waste generated as a result of the Contractor’s cleaning activities. This ITEMCLIN shall include all costs associated with verification testing (including analytical laboratory costs) and reporting related to surface area cleaning work.

4.7.1 Surface Area Cleaning:

The Functional Areas slated to receive surface area cleaning are listed in Table 1, attached to this Scope of Work.

The surfaces to be cleaned include, carpeted floor, unpainted and sealed concrete stairs and floors, unpainted metal grating (walkways) and unpainted metal “diamond plate” deck floors.

The Contractor’s proposal shall indicate the cleaning methods proposed for each of the Functional Areas defined in Table 1. The Government anticipates that cleaning methods will include, but not limited to: HEPA vacuuming, wet mopping with cleaning agents, hand wiping of small irregular surfaces. Dry brooming or will not be allowed as a cleaning method. Powerwashing or any other method that requires large volumes of water will not be allowed as a cleaning method. Any vacuuming performed shall include HEPA filtration.

The Contactor shall be responsible for the installation, maintenance and take-down of any containment measures or containment structures necessary to complete the cleaning work.

The Contractor shall be responsible for the collection, characterization, and disposal of all waste material collected and generated during the cleaning work.

All work activities shall be coordinated between the Contractor and the Government personnel at the Plant. In certain areas, the Government employees may require unrestricted and unlimited access while the Contractor’s cleaning operations are taking place. Some areas of the Plant may be closed to Government employees while the Contractor is working. The Contractor is advised that other Contractors may also be working in the Plant at the same time and that coordination with those other firms will be required in addition to coordination with the Government staff.

Electrical power, water, and compressed air are available to varying degrees throughout the Plant. All work activities shall be coordinated with the Government personnel at the Plant and the Government can make arrangement to provide temporary power or water service to areas of the Plant where those services are not readily available. Non-potable water (filtered lake water) is available at numerous locations throughout the Plant and is suitable for cleaning purposes. Potable water is only available at limited locations within the Plant. Compressed air is available at certain areas within the Powerhouse, but not all areas. Station service compressed air is available at 110 psi at approximately 15 cfm.

Restrooms are not available for Contractor personnel. The Contractor shall provide portable toilets for all Contractor or subcontractor personnel. Portable toilets may be located in the apron area immediately outside the Power Plant.

The Government will not provide dedicated office space within the plant, tables, desks or chairs for the Contractors use. The Contractor may be permitted to place a small job trailer and to store equipment and materials in the apron area immediately outside the Plant and inside the security fencing and gate. This area may be shared with other contractors performing other work within the Plant.

4.7.2 Verification Testing:

The Contractor will perform verification testing in each Functional Area that is cleaned. The purpose of verification testing is for the Contractor to demonstrate to the Government that surface areas meet the acceptable criteria defined in this scope of work. Also, the Government will be using a 3rd-Party Consultant to perform Quality Assurance (QA) testing as well and will compare verification test results submitted by the Contractor to the QA results obtained by the 3rd Party Consultant

All verification testing shall be wipe samples. All wipe samples shall be collected in accordance with the NIOSH Method 9100 - Lead in Surface Wipe. All wipe samples will be analyzed for lead, cadmium and chromium according to the EPA Method 6010C and shall be reported in units of micrograms per square foot (ug/ft2).

Verification results shall be provided to the Government within 48 hours of sample collection. Verification testing shall be conducted at a frequency of two (2) wipe samples per functional area or two (2) wipe samples for every 1,000 square feet of surface cleaned; whichever is less. The Contractor shall be responsible for all costs associated with re-work or additional cleaning of a functional area that has failed to meet the clearance criteria established by the Government.

Table 1 indicates what acceptability criteria will be applied to each Functional Area, but in general, support areas (such as the Control Room) will use a concentration of Lead less than 200 micrograms per square foot (200 ug/ft2) as the criteria. Other operational areas within the Plant will use a concentration of Lead less than 1,000 micrograms per square foot (1000 ug/ft2) as the criteria.

4.7.3 Safety

It is important to note that several of the surface areas to be cleaned are located in one of two large open galleries at heights in excess 70 feet from the main gallery floor. It is assumed that access to these areas may require the use of mechanized/powered equipment, scaffolding and work platforms. Any scaffolding or work platforms will require the Contractor to prepare a design for Government review and approval before any work will begin. Work platforms and scaffolding will be erected, used, inspected, tested, maintained, and repaired compliant with current USACE Safety manual and referenced regulations and standards.

4.7.4 Brief Description of Functional Areas to be Cleaned

NOTE: See Table 1 and Photo Log Attachment for additional description of each area.

ID# 1 – Control Room – Elev 708 The existing modular floor carpet located in the Control Room is assumed to have collected metal dusts and debris over an extended period of time. The Contractor shall remove and dispose of all carpet squares in the Control Room. The Contractor shall replace the carpet with new carpet squares. Government approval of carpet material is required.

The new carpet squares to be installed by the Contractor shall be:

Shaw 24"x24"Carpet Tile Style # / name: J0111 / CHANGE IN ATTITUDE TL Color # / name: 12205 / LIGHTEN UP

Due to the critical requirement of the facility to maintain Control Room operations, the Contractor will incorporate applicable precautions and engineering controls to ensure that the Control Room continues to operate as required and that the occupants are adequately protected during each work shift.

ID# 2 – Service Elevator No significant comments or notes. Standard metal floor of standard elevator cab.

ID# 3 to 7 – Stairwells All floor surfaces and handrails in multiple stairwells are to be cleaned. All stair and landing floors are unpainted, sealed concrete. All handrails are unpainted, galvanized metal. The dimensions of the stairs vary between 2.5 ft wide to 3.5 ft wide.

ID# 8 – Pump Turbine Gallery North and South Wall Corbels (crane rail ledges) Cleaning of 2-foot wide ledge (floor) surfaces approximately 76 feet high on the North and South sides of the Pump Turbine Gallery. Debris on ledges to be removed primarily consists of dust and flaked paint that has accumulated.

There are small grease spots and dried lubricant of a tar-like consistency.

ID# 9 to 13 – Various floor surfaces

Floor surfaces in multiple areas are to be cleaned. All floors are unpainted, sealed concrete. The dimensions of the areas vary between 200 and 10,000 square feet (SF). Some areas are occupied by permanent mechanical equipment and machinery that obstructs portions of the floor. The Contractor shall implement protective measures to protect all Plant equipment and shall not damage any equipment or disrupt operations. Some areas are “tight” and will likely require hand cleaning methods or small tools.

ID# 14 – Generator Main Shaft Pits There are 6 Generator Main Shaft Pits accessible from the floor of the Mechanical Equipment Gallery on Elev 658.

The pit walkway floor is approximately 6 feet below the Gallery floor and is accessible by a short ladder. The pit walkway floor surfaces, including the inclined walkway leading to the Generator access door and handrails of each pit are to be cleaned. The pit walkway floors are unpainted metal diamond plate and unpainted, sealed concrete.

The handrails are unpainted galvanized metal.

ID# 15 – Air Handling Units 1, 2, 3, and 4 This work element does not include cleaning of ducts. Three of the Air Handling Units (AHUs) are identical. Each AHU has an access hatch that is approximately 18 inches square. This hatch opens to an interior compartment and allows access to the filters. The inside of this compartment contains visible dust that has accumulated over time.

The inside surface of each compartment is unpainted metal duct. The inside of each compartment is to be cleaned as thoroughly as possible without disassembling the AHU (such as, but not limited to simple hand cleaning with long handled brushes or other tools). The compartment is not large enough for a person to enter the compartment, but could possibly be considered to be a confined space if the Contractor’s personnel elect to “stick their head inside” the compartment to conduct cleaning.

AHU #1 is of a different configuration. AHU #1 has several small access panels where visible dust may have accumulated and may be able to be cleaned without disassembling the AHU. The Contractor shall coordinate with the Government to determine what amount of cleaning can be performed in AHU #1.

4.8 ITEMCLIN 2 – Paint Stabilization:

This ITEMCLIN shall include all costs for paint stabilization work for all of the functional areas described below.

This ITEMCLIN shall include all costs for containment measures, containment structures, or engineering controls necessary to protect the occupants by controlling the dispersion of debris and dust from the work area and protect workers. This ITEMCLIN shall include all costs associated with the management and disposal of all hazardous and non-hazardous waste generated as a result of the Contractor’s stabilization activities. This ITEMCLIN shall include all costs associated with verification testing and reporting related to stabilization work.

The Functional Areas slated to receive paint stabilization are listed in Table 1, attached to this Scope of Work.

The Contractor’s proposal shall indicate the paint stabilization methods proposed for each of the Functional Areas defined in Table 1. The Government anticipates that paint stabilization will include: the removal of peeling, cracking, chalking or de-laminating paint in certain areas or entire wall surfaces as defined; surface preparation such as light sanding or as specified by the paint manufacturer; surface cleaning; and application of a primer coat according to manufacturer’s specifications if the wall surface to be painted is bare concrete; and application of at least 2 coats afinal top coat of new paint applied according to manufacturer’s specifications but shall be no less than 2 coats of paint.

Each coat of paint shall be applied so dry film shall be of uniform thickness and free from runs, drops, ridges, waves, pinholes or other voids, laps, brush marks, and variations in color, texture, and finish. Hiding shall be complete.

The Contactor shall be responsible for the installation, maintenance and take-down of any containment measures or containment structures necessary to complete the cleaning work. Containment structures shall be utilized as appropriate to contain any waste material generated as part of paint removal work. The Contractor shall be responsible for conducting all paint stabilization work in a manner that does not contaminate other “clean” areas in the vicinity.

The Contractor shall be responsible for the collection, characterization, and disposal of all waste material collected and generated during the cleaning work.

All work activities shall be coordinated between the Contractor and the Government personnel at the Plant. In certain areas, the Government employees may require unrestricted and unlimited access while the Contractor’s cleaning operations are taking place. Some areas of the Plant may be closed to Government employees while the Contractor is working. The Contractor is advised that other Contractors may also be working in the Plant at the same time and that coordination with those other firms will be required in addition to coordination with the Government staff.

Electrical power, water, and compressed air are available to varying degrees throughout the Plant. All work activities shall be coordinated with the Government personnel at the Plant and the Government can make arrangement to provide temporary power or water service to areas of the Plant where those services are not readily available

Wall mounted fixtures such as insulated and non-insulated piping, instrumentation, conduit, fire extinguisher cabinets, etc. are not to be painted over and shall be protected from excess paint or overspray. Any tape or other protection applied to existing wall mounted fixtures is to be removed after paint stabilization work is complete.

Existing paint on wall surfaces that is located “behind” such wall mounted fixtures shall be stabilized and repainted to the maximum extent practical without the removal or disturbance of the wall mounted fixture. The exception to this are the compressed gas cylinder racks on Elevations 682 and 658. The Government will remove gas cylinders and hoses prior to work. No hard piping, support structure/racks, valves, etc. will be moved. The Contractor shall provide 14 calendar days notice prior to the need for removal.

SSPC QP 1 Certification:

All contractors and subcontractors that perform surface preparation or coating application shall be certified by the Society for Protective Coatings (formerly Steel Structures Painting Council) (SSPC) to the requirements of SSPC QP 1 prior to contract award, and shall remain certified while accomplishing any surface preparation or coating application. The painting contractors and painting subcontractors must remain so certified for the duration of the project. If a contractor's or subcontractor's certification expires, the firm will not be allowed to perform any work until the certification is reissued. Requests for extension of time for any delay to the completion of the project due to an inactive certification will not be considered and liquidated damages will apply. Notify the Contracting Officer of any change in contractor certification status.

4.8.1 Replacement Paint

All walls where paint stabilization work is completed shall be re-painted . All walls shall receive one primer or base coat of paint, followed by at least 2 coats of paint with the color specified in Table 1 of this SOW. All primer and paint utilized shall be the Sherwin Williams products defined in Attachment B or equivalent to the products defined in Attachment B. Any other alternative primer or paint products shall require Government approval and must be equivalent to product specified herein.

Except for certain areas listed in Table 1, all new paint shall be the color tan. This color is intended to be the same color as the tan high gloss paint on the Generator Gallery East Wall. The Contractor shall match the color of the East Wall in the Generator Gallery. The Government has old, possibly outdated information that says this tan color might be - FEDSPEC Color # 37531. The Contractor shall obtain Government approval of all new paint colors prior to starting any work. Paint color samples are a required submittal.

4.8.2 Paint Warranty:

Upon completion of all paint stabilization work, the Contractor shall provide a written warranty that covers all surfaces where new paint was applied by the Contractor. The warranty period shall be no less than 24 months from the time of completion.

4.8.3 Verification Testing:

The Contractor will perform verification testing in each Functional Area where paint stabilization work is performed. The purpose of verification testing is for the Contractor to demonstrate to the Government that floors or other horizontal surfaces in the vicinity have not been impacted by paint removal (i.e. scraping) work and to demonstrate that the areas meet the acceptable criteria defined in this scope of work. Also, the Government will be using a 3rd-Party Consultant to perform Quality Assurance (QA) testing as well and will compare verification test results submitted by the Contractor to the QA results obtained by the 3rd Party Consultant

For the Control Room Kitchen, and the Men’s Restroom on Elev 708, wipe sampling and testing shall be used by the Contractor to demonstrate that horizontal surfaces (e.g. floors, tables, cabinets, countertops, sinks, etc) have been adequately cleaned after paint stabilization activities have been completed. The 2 areas will be subject to acceptability criteria of 200 ug/ft2 for lead.

All verification testing shall be wipe samples. All wipe samples shall be collected in accordance with the NIOSH Method 9100 - Lead in Surface Wipe. All wipe samples will be analyzed for lead, cadmium and chromium according to the EPA Method 6010C and shall be reported in units of micrograms per square foot (ug/ft2).

Verification results shall be provided to the Government within 48 hours of sample collection. Verification testing shall be conducted at a frequency of two (2) wipe samples per functional area or two (2) wipe samples for every 1000 square feet of floor surface where paint was removed from the walls; whichever is less. The Contractor shall be responsible for all costs associated with re-work or additional cleaning of a functional area that has failed to meet the clearance criteria established by the Government.

Table 1 indicates what acceptability criteria will be applied to each Functional Area, but in general, support areas where paint is removed (such as the Control Room Kitchen) will use a concentration of Lead less than 200 micrograms per square foot (200 ug/ft2) as the criteria. Other operational areas within the Plant where paint is removed will use a concentration of Lead less than 1000 micrograms per square foot (1000 ug/ft2) as the criteria.

4.8.4 Safety

It is important to note that several of the surface areas to be cleaned are located in one of two large open galleries at heights in excess 70 feet from the main gallery floor. It is assumed that access to these areas may require the use of mechanized/powered equipment, scaffolding and work platforms. Any scaffolding or work platforms will require the Contractor to prepare a design for Government review and approval before any work will begin. Work platforms and scaffolding will be erected, used, inspected, tested, maintained, and repaired compliant with current USACE Safety manual and referenced regulations and standards.

4.8.5 Brief Description of Functional Areas Where Paint Stabilization is to be Performed:

NOTE: See Table 1 and Photo Log Attachment for additional description of each area.

ID# 16 – Hallway Outside Ventilation Equipment Room – Elev 708 No significant comments. This area is easily accessible with no notable constraints or features that require special attention.

ID# 17 – Men’s Restroom – Elev 708 Two of the walls in this restroom have peeling paint to be removed, and the walls repainted. The section of peeling paint has some exposed concrete where the plaster finish has been removed and bare concrete is exposed. As part of paint stabilization work, the Contractor shall address peeling paint and re-paint the walls but is not required to repair the plaster surface or apply new paint to the exposed concrete (i.e. stabilize and repaint everything except the exposed concrete.

ID# 18 – Control Room Kitchen – Elev 708 The ceiling of this small kitchen area has peeling paint around the ceiling mounted light fixture. The Contractor shall perform paint stabilization and re-paint the entire ceiling area.

ID# 19 to 23 – Stairwells

Multiple walls and “ceilings” (i.e. undersides of stairs) in multiple stairwells require paint stabilization. The dimensions of each stairwell vary. Some stairwells are in worse condition than others. Stairwells are mostly free of obstructions.

ID# 24 – 29 – Walls in Multiple Functional Areas Multiple walls in multiple Functional Areas require stabilization. All walls are painted concrete. The dimensions of the walls vary between 200 and 10,000 square feet (SF). Some areas are occupied by permanent mechanical equipment and machinery that obstruct portions of the walls. The Contractor shall implement protective measures to protect all Plant equipment and shall not damage any equipment or disrupt operations. Some areas are “tight” and will likely require hand tools.

ID# 30 - Pump Turbine Gallery South Corbel Wall (crane rail ledge) Paint stabilization on the Pump Turbine Gallery South Corbel Wall extending from the corbel ledge surface to a height of approximately 22ft. This corbel ledge is approximately 76 feet high on the South side of the Pump Turbine Gallery. Paint stabilization is only required on the vertical concrete walls. The horizontal corbel ledge surface and metal crane rail are not to be repainted.

ID# 31 - OPTIONAL ITEMCLIN #3 - Paint Stabilization of Generator Gallery Entire South Wall Paint stabilization on the Generator Gallery South Wall extending from the floor to ceiling. This wall is approximately 76 feet high and is directly above the 6 Generators. A portion of the South Wall is made up of windows that will prevent anchoring of any scaffolding. Paint stabilization is only required on the vertical concrete walls. The horizontal corbel ledge surface and metal crane rail are not to be repainted.

ID#32 – OPTIONAL ITEMCLIN #4 - Paint Stabilization of Pump Turbine Gallery Walls at heights greater than 10ft Paint stabilization on all four of the Pump Turbine Gallery Walls at heights between 10 to 70 ft tall. Some work will be performed over the main floor area and some work will be required over the 6 turbine pits.

ID#3332 – OPTIONAL ITEMCLIN #5 - Paint Stabilization of Mechanical Gallery South Wall at heights greater than 10ft Paint stabilization on the Mechanical Gallery South Wall at heights between 10 to 30 ft tall. Some work will be performed over the main floor area and some work will be required over the 6 Main Shaft Pits.

5. GENERAL REQUIREMENTS FOR ALL WORK:

5.1 Scheduling

The contractor shall coordinate all project work with the onsite Government staff. Only one unit may be out of service at a time, and the contractor shall submit notice of this outage to the Government staff no less than 21 days before the scheduled outage. The Contractor shall supply the Government with a work plan and schedule with a detailed sequence of work tasks. The Contractor will supply sufficient notice to the Government and third party consultant in order to establish limits of work and coordinate remediation activities at the facility to minimize any disruption in power generation or other necessary operations associated with the facility. At a minimum, the Contractor will hold weekly meetings with the Government providing a status report regarding current and projected work tasks as well as notification of pending supply or equipment deliveries or pick-ups. The Contractor will be prompt and specific with regards to submitting any requests for support or other actions to the Government.

In the event that government owned equipment or materials are blocking or obstructing the Contractor’s ability to perform work, the Contractor shall notify the Government’s representative to remove the obstructions. The Contractor shall not move government property without express permission. The Government intends to move all government property upon request from the Contractor. The Contractor shall provide 5 or more working days advance notice that government owned property must be moved.

The Pump Turbine Gallery and the Generator Gallery each have an overhead gantry crane. The cranes are not available to the Contractor to use as a work platform. The Contractor may schedule use of the crane with the Government personnel to pick, lift, or move the Contractor’s equipment within the Gallery areas. The crane will be operated by a Government operator and shall not be operated by the Contractor. The Government requires at least 48 hours notice in order to use the gantry cranes to move Contractor equipment. The Pump Turbine Gallery crane is load rated for 262,000 lbs (136 tons). The Generator Gallery crane is load rated for 400,000 lbs (200 tons). The gantry cranes in the Pump Turbine and Generator Galleries will be subject to Lockout-Tagout while the Contractor is performing work on the corbel ledges (crane rails). No work will be permitted on the corbel ledges without prior coordination with Government personnel.

All work conducted in the Generator Drive Shaft Pit areas require clearance from the Government – i.e. Lockout- Tagout – due to the rotating shaft that is exposed. No work will be permitted in or over the Pits without prior coordination with Government personnel.

The Contractor will be permitted to use the existing service elevator. However, the Government makes no guarantees to the Contractor regarding the availability of the service elevator. The Contractor shall utilize the existing protective mats to prevent damage to the interior of the elevator cab during use.

All site work will be arranged during normal business hours by contacting the facility Superintendent:

Greg Wright Superintendent Truman Power Plant 816-389-3304

5.2 Work Hours:

Arrangement and scheduling of working hours and crews shall be coordinated with the Government. The Power Plant staff work hours are 6:30 a.m. to 4:30 p.m., Monday through Friday. Contractor personnel are permitted to work between the hours of 6:30 a.m. and 4:00 p.m., Monday through Friday. The contractor shall not be permitted to work on Federal Holidays. Working hours which are proposed to be, different from that suggested above shall be coordinated and approved by the COR.

5.3 Verification of Dimensions:

The Contractor shall become familiar with details of the work, verify dimensions in the field and shall advise the Government of any discrepancy before performing the work.

5.4 Utilities:

Electrical power is available for use by the Contractor. All temporary utilities provided by the Contractor to accomplish the work shall be properly installed, operated and maintained in accordance with all local, state and federal regulations and in accordance with the USACE Safety and Health Requirements Manual, EM 385-1-1.

5.5 Restrooms:

Restrooms will not be used for decontamination of personnel or equipment or other inspection operations.

Contractor shall provide portable toilets and waterless wash stations for contract employees. These will be located on the power plant apron as directed by the COR

5.6 Trash Removal:

The Contractor is responsible for collection, removal and disposal of all trash. The Contractor shall not place trash in government owned trash collection receptacles.

6. ANTITERRORISM/OPERATION SECURITY REQUIREMENTS.

6.1 SECURITY

All Contractor and all associated sub‐contractors’ employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government representative).