Amen.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

Add bidders inquiry information. Update to SOW and change to w age rates.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 39

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

16C. DATE SIGNED

BY 17-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

17-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:

BIDDERS INQUIRY ***Please Note: Offerors shall only submit one question per inquiry. All inquiries containing multiple questions shall be rejected. The Solicitation Number is: W912DQ-18-B-1002 The Bidder Inquiry Key is: 44Z7D8-9BZ35P Instructions for first-time ProjNet Bid Inquiry Access: 1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen. 2. Identify the Agency. Select agency USACE. 3. Key. Enter the Bidder Inquiry Key listed above. 4. Email. Enter the email address you would like to use for communication. 5. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form. 6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system. 7. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system. Instructions for future ProjNet Bidder Inquiry Access: 1. For future access to ProjNet, you will not be provided any type of password. You will utilize your Secret Question and Secret Answer to log in. 2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen. 3. Identify the Agency. Select agency USACE. 4. Key. Enter the Bidder Inquiry Key listed above. 5. Email. Enter the email address you used to register previously in ProjNet. 6. Click Continue. A page will then open asking you to enter the answer to your Secret Question. 7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system. The Bidder Inquiry System will be unavailable for new inquiries seven calendar days before proposal due date in order to ensure adequate time is allotted to form an appropriate response to inquiries and amend the solicitation if necessary. Offerors are requested to review the specification in its entirety, and review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry. The ProjNet call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago) or by appointment for OCONUS. The telephone number for the Call Center is 1-800-428-HELP. Email to staff@rcesupport.com.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

WAGE RATES UPDATE

General Decision Number: MO170029 11/17/2017 MO29

Superseded General Decision Number: MO20160029 State: Missouri Construction Type: Building Counties: Barry, Barton and Benton Counties in Missouri. BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/06/2017 1 02/17/2017 2 03/17/2017 3 03/31/2017 4 04/21/2017 5 04/28/2017 6 05/26/2017 7 06/02/2017 8 07/14/2017 9 07/28/2017 10 08/25/2017 11 11/03/2017 12 11/17/2017 ASBE0063-002 11/01/2015 Rates Fringes ASBESTOS WORKER/HEAT & FROST INSULATOR........................$ 25.47 11.25 ---------------------------------------------------------------- BRMO0011-008 03/01/2016 BENTON COUNTY Rates Fringes BRICKLAYER.......................$ 29.26 16.31 TILE SETTER......................$ 29.26 16.31 ---------------------------------------------------------------- BRMO0015-005 06/01/2017 BARRY & BARTON COUNTIES Rates Fringes BRICKLAYER.......................$ 28.08 16.92 TILE SETTER......................$ 22.24 13.05 ---------------------------------------------------------------- CARP0010-003 05/01/2017 BENTON COUNTY

Rates Fringes CARPENTER, Includes Drywall Hanging, Form Work, and Metal Stud Installation................$ 25.34 16.85 ---------------------------------------------------------------- CARP0311-002 05/01/2017 BARRY & BARTON COUNTIES Rates Fringes CARPENTER, Includes Drywall Hanging, Form Work, and Metal Stud Installation................$ 23.85 16.40 ---------------------------------------------------------------- ELEC0095-002 06/01/2017 BARRY & BARTON COUNTIES Rates Fringes ELECTRICIAN (including low voltage wiring for and installation of alarms)..........$ 26.79 13.86 ---------------------------------------------------------------- ELEC0124-023 08/31/2015 BENTON COUNTY Rates Fringes ELECTRICIAN (including low voltage wiring for and installation of alarms)..........$ 34.16 20.37 ---------------------------------------------------------------- ELEV0012-001 01/01/2017 Rates Fringes ELEVATOR MECHANIC................$ 45.49 31.585+a+b a. VACATION: Employer contributes 8% of basic hourly rate to vacation pay credit for employee who has worked in business more than 5 years and 6% for 6 months to 5 years as Vacation Pay Credit. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving Day and Christmas Day. ---------------------------------------------------------------- ENGI0101-007 04/01/2016 BARRY & BARTON COUNTIES Rates Fringes POWER EQUIPMENT OPERATOR: Bulldozer...................$ 24.60 12.64 Grader/Blade................$ 26.34 12.64 Loader......................$ 24.60 12.64 Roller......................$ 23.89 12.64 ---------------------------------------------------------------- ENGI0101-017 04/01/2016 BENTON COUNTY Rates Fringes

POWER EQUIPMENT OPERATOR: Bulldozer...................$ 37.63 15.97 Grader/Blade................$ 37.63 15.97 Loader......................$ 37.63 15.97 Roller......................$ 37.63 15.97 ---------------------------------------------------------------- IRON0010-027 04/01/2017 BARTON & BENTON COUNTIES Rates Fringes IRONWORKER, REINFORCING AND STRUCTURAL.......................$ 29.65 28.85 ---------------------------------------------------------------- IRON0584-001 06/01/2017 BARRY COUNTY Rates Fringes IRONWORKER (REINFORCING AND STRUCTURAL)......................$ 24.00 14.81 ---------------------------------------------------------------- LABO0663-004 04/01/2017 BARTON & BENTON COUNTIES Rates Fringes LABORER Brick Mason Tender..........$ 23.00 12.08 Common or General & Landscape...................$ 21.50 12.08 ---------------------------------------------------------------- LABO0663-008 04/01/2017 BARRY COUNTY Rates Fringes LABORER Brick Mason Tender..........$ 23.92 12.18 Common or General & Landscape...................$ 21.54 12.18 ---------------------------------------------------------------- PAIN0003-012 04/01/2011 BENTON COUNTY Rates Fringes PAINTER Brush & Roller Only.........$ 22.67 14.04 Drywall Finishing/Taping Only........................$ 22.84 14.04 ---------------------------------------------------------------- PAIN0203-004 04/01/2012 BARRY & BARTON COUNTIES Rates Fringes PAINTER Brush & Roller Only.........$ 19.75 11.76 Drywall Finishing/Taping Only........................$ 20.18 11.33 ---------------------------------------------------------------- PLUM0008-010 06/01/2017

BENTON COUNTY Rates Fringes PLUMBER, Excludes HVAC Pipe Installation.....................$ 43.80 21.14 ---------------------------------------------------------------- * PLUM0178-010 11/01/2017 BARRY & BARTON COUNTIES Rates Fringes PIPEFITTER, Includes HVAC Pipe Installation BARRY COUNTY................$ 30.10 15.12 BARTON COUNTY (Projects $750,000 & under)...........$ 27.13 15.12 BARTON COUNTY (Projects over $750,000)..............$ 30.10 15.12 PLUMBER, Excludes HVAC Pipe Installation BARRY COUNTY................$ 30.10 15.12 BARTON COUNTY (Projects $750,000 & under)...........$ 27.13 15.12 BARTON COUNTY (Projects over $750,000)..............$ 30.10 15.12 ---------------------------------------------------------------- PLUM0533-007 06/01/2017 BENTON COUNTY Rates Fringes PIPEFITTER, Includes HVAC Pipe Installation................$ 44.48 21.15 ---------------------------------------------------------------- ROOF0020-003 04/01/2017 Rates Fringes ROOFER...........................$ 23.05 11.58 ---------------------------------------------------------------- SHEE0002-020 07/01/2012 BARTON & BENTON COUNTIES Rates Fringes SHEET METAL WORKER...............$ 35.63 17.53 ---------------------------------------------------------------- SHEE0036-026 07/01/2017 BARRY COUNTY Rates Fringes SHEET METAL WORKER, Includes HVAC Duct and Unit Installation.....................$ 29.17 13.83 ---------------------------------------------------------------- SUMO2010-028 03/08/2010 Rates Fringes CEMENT MASON/CONCRETE FINISHER...$ 17.95 6.64 GLAZIER..........................$ 22.71 0.00

OPERATOR: Backhoe/Trackhoe......$ 23.55 7.47 OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 24.47 0.00 OPERATOR: Water Truck...........$ 28.37 0.00 PAINTER: Spray..................$ 18.79 8.12 TRUCK DRIVER: Dump Truck........$ 28.92 0.00 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor

200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION

SECTION 01 00 00 - GENERAL REQUIREMENTS

CHANGE TO SCOPE OF WORK

Changes have been underlined Deletions are Strikedthrough

FINAL October 31, 2017 AMENDED – November 17, 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

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.

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; 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.

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…