Barkley_TG_Draft_TSpecs.pdf

RFP No. W912P518R0001

US Army Corps Of Engineers Nashville District

TURBINE GENERATOR

REHABILITATION

Barkley Power Plant Cumberland River Lyon County, Kentucky

Technical Specifications

100% BCOES for IFB

January 2019

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FOR DUPLEX PRINTING

Turbine Generator Rehabilitation Barkley Power Plant W912P518R0001 100% BCOES for IFB Lyon County, Kentucky

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 10 10 SITE SPECIFIC GENRAL REQUIREMENTS

01 22 00.00 26 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 50 PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 82 14 ASBESTOS ABATEMENT WORK

02 83 20 LEAD BASE PAINT (LBP) ABATEMENT, REMOVAL, AND DISPOSAL

DIVISION 03 - CONCRETE

03 64 23.00 26 EPOXY INJECTION OF THE DISCHARGE RING

DIVISION 05 - METALS

05 05 23.20 26 WELDING

05 05 33.20 26 NON-DESTRUCTIVE TESTING

05 14 00.13 WELDING STRUCTURAL ALUMINUM

05 50 03.20 26 METALWORK FABRICATION, MACHINE WORK, AND MISCELLANEOUS

PROVISIONS

05 50 14 TURBINE MAINTENANCE PLATFORM

05 59 13 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 22 - PLUMBING

22 00 00.00 26 MECHANICAL EQUIPMENT AND PIPING

22 00 00.12 26 DELIVERY OF TURBINE OIL

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 01.00 26 GENERATOR AIR COOLERS AND PIPING

DIVISION 26 - ELECTRICAL

26 05 00.00 26 BASIC ELECTRICAL EQUIPMENT AND AUXILIARY ELECTRICAL

EQUIPMENT

26 05 19.00 26 INSULATED WIRE AND CABLE 9/17

DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT

PROJECT TABLE OF CONTENTS Page 1

42 13 19.00 26 THRUST BEARING OIL COOLERS

DIVISION 48 - ELECTRICAL POWER GENERATION

48 06 15.12 26 TURBINE OIL

48 13 13.00 26 HYDRAULIC TURBINE MODEL TESTING

48 13 13.01 26 HYDRAULIC TURBINE

48 13 13.02 26 DISASSEMBLY AND REASSEMBLY OF HYDRAULIC TURBINE GENERATOR

UNIT

48 13 13.03 26 GENERATOR THRUST BEARING HIGH PRESSURE OIL INJECTION

SYSTEM

48 13 13.04 26 EXISTING TURBINE COMPONENT, REFURBISHMENT AND REPLACEMENT

48 13 13.06 26 GENERATOR THRUST BEARING INSPECTION AND OPTIONAL

REFURBISHMENT

48 13 13.07 26 GUIDE BEARING INSPECTION & REFURBISHMENT

48 13 13.09 26 DISCHARGE RING INSERT AND DISCHARGE RING OVERLAY

48 13 13.11 26 MISCELLANEOUS PARTS, MATERIALS, AND SERVICES

48 13 13.24 26 GENERATOR BRAKE SYSTEM

48 13 16.00 26 REWIND OF HYDRAULIC-TURBINE DRIVEN GENERATORS

48 13 16.01 MACHINE CONDITION MONITORING OF HYDRAULIC TURBINE

GENERATOR UNIT

48 70 01.00 26 NERC COMPLIANCE FOR HYDROGENERATORS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

1.2 COORDINATION CONFERENCES

1.3 PARTNERING

1.4 REFERENCES

1.5 PROJECT SIGNS

1.6 CONTRACTOR'S STAGING AREA

1.7 EVALUATION OF CONTRACTOR PERFORMANCE

1.8 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.9 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

ATTACHMENTS:

Attachment 1 Project Identification Sign

Attachment 2 Safety Performance Sign

Attachment 3 Contractor Performance Assessment Report (CPAR) Form

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

This section comprises an explanation of the general contract requirements needed to accomplish the work. All work specified herein shall be accomplished in accordance with the procedures prescribed in the specifications and drawings.

1.2 COORDINATION CONFERENCES

Routine coordination conferences will be scheduled by the Contracting Officer throughout the life of this project. Coordination conferences will be held to discuss contract administration, Contractor quality control, phasing, scheduling, and other aspects relating to this construction. The Corps of Engineers and the Contractor will be represented at each of these meetings. Coordination conferences will be scheduled to occur when notified by the Contracting Officer.

1.3 PARTNERING

In order to most effectively accomplish this contract, the Government urges the Contractor to join the Government in establishing a cohesive and professional project management team. Through this "partnering" relationship both entities would strive to draw on the strengths of each organization for the ultimate goal of assuring that the project’s intended results are achieved, within budget and on schedule. This endeavor seeks an environment that nurtures team building, cooperation and trust between the Government and the Contractor. The partnering relationship would be bilateral in make-up, and participation will be totally voluntary.

The first step in initiating the concept would be a joint project management team "partnering" conference attended by multiple officers from each organization representing management and the key jobsite staff of each entity. The initial conference would be held within the first thirty

(30) calendar days following contract award. The Resident Engineer would chair the conference, establish its agenda and distribute minutes of the meeting. A professional facilitator acceptable to both parties would lead the participants of the session, through the steps of team building and the formation of a problem solving mechanism within the group. The conference duration would be no more than one day. Location of the conference would be offsite within a 60 mile radius of the jobsite at a facility which offers conference rooms and food service. All costs in connection with rented facilities and the facilitator would be shared equally by the Government and the Contractor. Each organization would pay other costs of its respective employees attending the conference.

Additional partnering sessions would be held no less than biannually.

Implementation of the partnering concept and philosophy would be an on-going process

SECTION 01 00 00 Page 2

1.4 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

1.5 PROJECT SIGNS

a. General. The Contractor shall furnish and erect within 30 calendar days after the first presence of on-site resident employees at the site, at the location directed, a PROJECT IDENTIFICATION SIGN and a SAFETY PERFORMANCE SIGN. The signs shall be lettered on one side only and shall conform to EP 310-1-6a , EP 310-1-6b , and to the details and colors shown on the sketches included at the back of this section as Attachment 1 Project Identification Sign and Attachment 2 Safety Performance Sign. The name of the project shall be as follows:

BARKLEY TURBINE-GENERATOR UNITS REHABILITATION

b. Materials. The sign shall be constructed with a face sheet of 3/4 inch exterior grade plywood mounted on a substantial framework of treated 4-inch by 4-inch material. Screws shall be commercial quality and of sizes shown.

c. Painting. The signs and posts shall be given one prime coat and two finish coats of exterior oil paint before lettering. Letters and trim shall be applied to one side only using one coat of enamel of color, style, and size shown.

d. Erection and Maintenance. The signs shall be erected at the designated locations. Signs shall be plumb and backfill of post holes shall be well tamped to properly support the signs for the life of the contract. The signs shall be maintained in good condition until completion of the contract, shall remain the property of the Contractor, and shall be removed from the site upon final acceptance of the contract work.

1.6 CONTRACTOR'S STAGING AREA

The Contractor will be assigned an area within or near the project site for use as a staging area. The building of structures, the erection of tents or other forms of protection will be permitted only at such places as the Government shall approve, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a satisfactory manner. Temporary Contractor facilities provided during Construction shall be removed prior to final acceptance from the Government. As a minimum the area shall be left looking "broom clean" and at least as clean as before the structure placement.

SECTION 01 00 00 Page 3

1.7 EVALUATION OF CONTRACTOR PERFORMANCE

The Contractor's performance will be evaluated in accordance with FAR Part

42.15 in the areas of quality, schedule, cost control, management, utilization of small businesses, and regulatory compliance at minimum.

The evaluation will include a written narrative and rating of either exceptional, very good, satisfactory, marginal, or unsatisfactory for each. The format for the evaluation is included at the back of this section as Attachment 3 Contractor Performance Assessment Report (CPAR) Form.

The Contractor's review of the evaluation shall be completed electronically at the CPARS website, http://www.cpars.gov . This website also includes guidance and the user's manual.

Upon contract award, the Contractor must provide the Contracting Officer with the name and e-mail address of the Contractor's Representative to be registered into the system. Following initial completion by the Government, the Contractor will have sixty (60) calendar days to review, comment, and return the evaluation.

1.8 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13EQUAL OPPORTUNITY FOR VETERANS, FAR Clause 52.222-35 EQUAL OPPORTUNITY FOR VETERANS, FAR Clause 52.222-37 EMPLOYMENT REPORTS ON VETERANS, DFARS 222.13 SPECIAL DISABLED AND VIETNAM ERA VETERANS, and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

a. U.S. Department of Labor Veterans employment: www.vets.gov/

b. Federal veteran employment information: www.fedshirevets.gov/index.aspx

c. Veterans’ Employment and Training Service (VETS):

http://www.dol.gov/vets/

d. Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/

e. U.S. Army Warrior Transition Command Employment Index:

http://www.wct.army.mil/modules/employers/index.html

f. Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

g. Guide to Hiring Veterans:

https:://obamawhitehouse.archives.gov/sites/default/files/docs/white_house_business_council

- guide_to_hiring_veterans_0.pdf

1.9 MEASUREMENT AND PAYMENT

No separate payment will be made for the work covered under this section.

The costs thereof shall be included in the item to which the work pertains.

SECTION 01 00 00 Page 4

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 00 00 Page 5

PROJECT IDENTIFICATION SIGN

LEGEND GROUP 1: ONE- TO TWO-LINE DESCRIPTION OF CORPS RELATIONSHIP TO PROJECT,

COLOR: WHITE, TYPEFACE: 1.25" HEL VETICA REGULAR MAXIMUM LINE LENGTH: 19".

LEGEND GROUP 2: DISTRICT NAME PLACED BELOW 10.5" REVERSE SIGNATURE (6" CASTLE).

COLOR: WHITE. TYPEFACE: 1.25" HELVETICA REGULAR.

LEGEND GROUP 3: ONE- TO THREE-LINE PROJECT TITLE LEGEND DESCRIBES THE WORK BEING

DONE UNDER THIS CONTRACT. COLOR: BLACK. TYPEFACE: 3" HELVETICA BOLD MAX IMUM LINE

LENGTH: 42'".

LEGEND GROUP 4: ONE- TO TWO-LINE IDENTIFICATION OF PROJECT OR FACILITY (CIVIL WORKS), TYPEFACE: 1.5" HELVETICA REGULAR MAXIMUM LINE LENGTH: 42".

CROSS-ALIGN THE FIRST LINE OF LECEND GROUP 4 WITH THE FIRST LINE OF THE CORPS

SIGNATURE (US ARMY CORPS) AS SHOWN.

LEGEND GROUPS 5: ONE- TO FIVE-LINE IDENTIFICATION OF PRIME CONTRACTORS INCLUDING: TYPE

(GENERAL CONTRACTOR, ETC,), CORPORATE OR FIRM NAME, CITY, STATE.

COLOR: BLACK. TYPEFACE: 1.25" HEl VET ICA REGULAR MAXIMUM LINE LENGTH, 21 ".

ALL TYPOGRAPHY IS FLUSH LEFT AND RAG RIGHT, UPPER AND LOWER CASE WITH INITIAL

CAPITALS ONLY AS SHOWN.

PANEL SIZE 4' X 6', POST SIZE 4" X 4", MOUNTING HEIGHT 48", COLOR BKG/LGD WH-RD/BK.

SAFETY PERFORMANCE SIGN

LEGEND GROUP 1: STANDARD TWO-LINE TITLE “SAFETY IS A JOB REQUIREMENT” WITH (8” OD.)

SAFETY GREEN FIRST AID LOGO. TYPEFACE: 3” HELVETICA BOLD COLOR: BLACK.

LEGEND GROUP 2: ONE- TO TWO-LINE PROJECT TITLE LEGEND DESCRIBES THE WORK BEING DONE

UNDER THIS CONTRACT AND NAME OF HOST PROJECT. COLOR: BLACK. TYPE FACE: 1.5”

HELVETICA REGULAR MAXIMUM LINE LENGTH: 42”.

LEGEND GROUP 3: ONE- TO TWO-LINE IDENTIFICATION: NAME OF PRIME CONTRACTOR AND CITY, STATE ADDRESS. COLOR: BLACK. TYPEFACE: 1.5" HELVETICA REGULAR MAXIMUM LINE LENGTH:

42'".

LEGEND GROUP 4: STANDARD SAFETY RECORD CAPTIONS AS SHOWN. COLOR: BLACK. TYPEFACE:

1.25" HELVETICA REGULAR.

REPLACEABLE NUMBERS ARE TO BE MOUNTED ON WHITE .060 ALUMINUM PLATES AND SCREW-

MOUNTED TO BACKGROUND. COLOR: BLACK. TYPEFACE: 3” HELVETICA REGULAR. PLATE SIZE:

2.5” X 5.0”.

ALL TYPOGRAPHY IS FLUSH LEFT AND RAG RIGHT, UPPER AND LOWER CASE WITH INITIAL

CAPITALS ONLY AS SHOWN.

PANEL SIZE 4' X 4', POST SIZE 4" X 4". MOUNTING HEIGHT 48". COLOR BKG/LGD WH/BK-GR.

FOR OFFICIAL USE ONLY I (Source Selection Information, See FAR 2.101 , 3.104, and 42.1503)

CONTRACTOR PERFORMANCE ASSESSMENT REPORT (CPAR)

Type:

Name/Address of Contractor:

Division Name:

Street Address:

State/Province:

Country:

DUNS: PSC: NAICS:._I _____ _,

Evaluation Type: !.._--------~ Contract Percent Complete:

Period ofPerfonnance: From: .... I _____ ~ To: ._I ____ __, Contract Number: Business Sector/ Subsector

Contracting Office:

Contracting Officer:

Phone Number:

Location of Work:

Award Date: I~---~ Effective Date: I

Completion Date: .... I ___ ~ Actual Completion Date:._I ___ __, Total Dollar Value: Current Contract Dollar Value:

Complexity: .... I ____ _, Tennination Type: .... I ______ __.

Contract Type: Competition Type:

Key Subcontractors and Effort Performed:

DUNS:.__I ---------' Effort:

DUNS:._I _____ __, Effort:

oUNs:I.___ ____ ___. Effort:

FOR OFFICIAL USE ONLY I (Source Selection Information: See FAR 2.101: 3.104: and 42.1503)

Project Number:

Project Title:

Contract Effort Description:

Small Business Utilization:

Does this contract include a subcontracting plan? ~I ---~

Date of last Individual Subcontracting Report (JSR) I Summary Subcontracting Report (SSR):

Evaluate the Following Areas:

Quality:

Past Rating: ~l(s_e_le_c_t_) -------------~ Assessing Official Comments:

Rating: !(select)

FOR OFFIC IAL USE ONLY I (Source Selection Information, See FA R 2.101, 3. 104, and 42.1503)

Schedule:

Past Rating: J(Select)

Rating: J(select)

Current Schedule Variance(%):

Completion Schedule Variance(%):

Assessing Official Comments:

Cost Control:

Past Rating: J .._(s_e_le_c_t_) _ _ ___________ _. Rating: J(select)

Current Cost Variance(%):

Completion Cost Variance(%):

Assessing Official Comments:

FOR OFFICIAL USE ONLY I (Source Selection Information, See FAR 2.101, 3.104, and 42.1503)

Management:

Past Rating: .... l(_Se_l_ec_t_) _____________ __.

Assessing Official Comments:

Small Business Utilization:

Past Rating: .... l(_Se_l_ec_t_) ----------------'

Assessing Official Comments:

Rating: l(Select)

Rating: l(Select)

FOR OFFICIAL USE ONLY I (Source Selection Information, See FAR 2.101 , 3. 104, and 42.1503)

Regulatory Compliance:

Past Rating: !(Select)

Rating: !(Select)

Assessing Official Comments:

Other Areas:

(I)~---------------------~ Rating: ,_JN_l_A _______________ ____,

(2) ~---------------------~ Rating: ,_JN_l_A _______________ ____,

(3) ~---------------------~ Rating: ,_JN_IA ________________ ___, FO R OFFICIAL USE ONLY I (Source Selection Information, See FAR 2.10 I, 3.104, and 42. 1503)

FOR OFFICIAL USE ONLY I (Source Selection Information, See FAR 2.1 01 , 3.104, and 42.1503)

(Use this for general comments not directly related to an evaluation area)

Given what I know toda about the contractor's ability to perform in accordance with this contract or order's most significant requirements, I (recommendation) recommend them for similar requirements in the future.

Name and Title of Assessing Official:

Name:

Title:

Organization:

Phone Number: Email Address:

Date

Contractor Comments:

Quality Comments:

Schedule Comments:

FOR OFFICIAL USE ONLY I (Source Selection Information, See FAR 2.10 I, 3. 104, and 42.1503)

Cost Control Comments:

Management Comments:

FOR OFFICIA.L USE ONLY I (Source Selection Information, See FAR 2.10 I, 3.104, and 42. 1503)

Small Business Utilization Comments:

Regulatory Compliance Comments:

k I FOR OFFICIAL U E ONLY I (Source Selection Information, See FAR 2.101 , 3. 104, and 42.1503)

Other Areas Comments:

Additional Comments:

Concurrence:

Name and Title of Contractor Representative:

Name:

Title:

Phone Number: Email Address:

Date

Review by Reviewing Official:

Name and Title of Reviewing Official:

Name:

Title:

Organization:

Phone Number: Email Address:

Date

FOR OFFIC IAL USE ONLY I (Source Selection Information, See FAR 2.101, 3.104, and 42.1503)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10

SITE SPECIFIC GENRAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SAFETY

1.3 SANITATION FACILITIES

1.4 UTILITIES

1.4.1 Water

1.4.2 Electricity

1.4.3 Compressed Air

1.4.4 Temporary Utility Connections

1.4.5 Telephone/Internet

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.6 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.6.1 Care of Drains

1.6.2 Protection of Powerhouse Floors

1.7 GOVERNMENT FURNISHED TOOLS AND MISCELLANEOUS SITE EQUIPMENT

1.7.1 General

1.7.2 Government Furnished Tools

1.7.3 Damage to Tools

1.7.4 Protective Coatings

1.8 WORK SCHEDULES

1.8.1 Contractor's Schedule

1.8.2 Government's Schedule

1.9 UNIT AVAILABILITY

1.9.1 General

1.9.2 Contractor Request for Unit Availability

1.9.3 Notice to Water-up Unit

1.9.4 Scheduling Operational Testing

1.10 USE OF POWERHOUSE BRIDGE CRANES

1.10.1 General

1.10.2 Use of the Crane

1.10.3 Below the Hook Lifting Devices

1.10.4 Contractor Crane Operator

1.10.5 Contractor's Riggers

1.11 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.12 TOOLS AND PARTS CONTROL AND ACCOUNTABILITY PROCEDURE

1.13 STORAGE OF EQUIPMENT AND MATERIALS

1.14 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.15 DISPOSAL OF ELECTRICAL AND MECHANICAL EQUIPMENT AND

MISCELLANEOUS MATERIALS

1.15.1 Disposal of Material and Equipment

1.15.2 Salvage

1.16 HAZARDOUS MATERIALS

1.16.1 Lead Based Paints

1.16.2 Asbestos

1.17 PERMITS AND RESPONSIBILITIES

1.18 WEEKLY MEETINGS

1.19 PAYMENT

PART 2 PRODUCTS (Not Used)

SECTION 01 10 10 Page 1

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 10 10 Page 2

SECTION 01 10 10

SITE SPECIFIC GENRAL REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

ASME INTERNATIONAL (ASME)

ASME B30.20 (2013; INT Oct 2010 - May 2012) Below-the-Hook Lifting Devices

CRANE MANUFACTURERS ASSOCIATION OF AMERICA (CMAA)

CMAA 70 (2015) Specification for Multiple Girder Cranes

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

1.2 SAFETY

Safety requirements for this project are stated in Section 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS.

1.3 SANITATION FACILITIES

The Government's restrooms inside the dam will not be available for use by Contractor personnel. The Contractor shall furnish sanitation facilities in accordance with EM 385-1-1 . All facilities shall be located outside the powerhouse. The location of all facilities will be subject to Government's on-site representative approval. Contractor may be allowed to utilize the Government's public rest room facilities provided an approved maintenance and cleaning plan is instituted by the Contractor

SECTION 01 10 10 Page 3

(once per day with inspection twice per day).

1.4 UTILITIES

1.4.1 Water

The existing water systems within the dam are available for use by the Contractor for construction and domestic purposes. Temporary piping, if required, shall be installed by the Contractor, and shall be removed prior to final acceptance of the work. All temporary piping connected to the Government's potable water system shall have a backflow preventer installed at the point of connection to the system to prevent contamination of the Government's potable water system. All temporary piping and connections will be subject to Contracting Officer's approval.

1.4.2 Electricity

Electric power will be made available to the Contractor from the existing electrical systems within the dam and will be supplied without cost to the Contractor. Power is available from existing 120 volt, 1 phase, 15 ampere receptacles, and 480 volt, 3 phase, 30 ampere receptacles. The Government receptacles are located at various sites throughout the powerhouse.

Temporary wiring may be required to facilitate the work. The location of all temporary power lines and connections will be subject to Contracting Officer approval. All temporary circuits, wire, extension cords, and devices shall be furnished, installed, connected, and maintained by the Contractor in a workmanlike manner, and shall be removed by the Contractor in like manner prior to final acceptance by the Government. All temporary electrical lines and appurtenances shall be furnished and installed at no additional cost to the Government. Government personnel will have priority use of the electrical receptacles.

1.4.3 Compressed Air

Compressed air at 100 psi up to 100 SCFM will be made available for Contractor use from existing outlets. Government personnel will also use the compressed air at times for routine and emergency maintenance operations. Government personnel will have priority for use of the compressed air.

1.4.4 Temporary Utility Connections

All utilities provided by the Government shall be at no cost. Care shall be exercised in conserving all utilities. The contractor shall provide all necessary hoses, cords, couplings, plugs, GFI's and other appurtenances as required to connect to the system(s). All temporary connections shall be subject to approval. All electric power required outside the powerhouse shall be Contractor-furnished. The location of all power lines and all temporary connections for electricity shall be subject to approval. All temporary circuits and devices shall be provided, connected, and maintained and removed prior to final acceptance. Ground fault protection shall be provided for all circuits used, inside and outside, and shall be Contractor-furnished. The temporary panel shall conform to current NEC ( NFPA 70 ) standards in EM 385-1-1 .

1.4.5 Telephone/Internet

The Contractor shall be responsible for having the telephone/internet company furnish all telephone/internet service needed by him on the job

SECTION 01 10 10 Page 4 site. The project telephone/internet system will not be available to the Contractor. Cellular phones are acceptable, but have limited reception at the project site.

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

All debris resulting from the work regardless of size, such as packing cases, scrap lumber, metal grindings, and all other debris shall be collected and removed from the project site daily and disposed of offsite. Disposal shall be in accordance with Federal, State and Local regulations. The location of the Contractor's off-site disposal area and a plan for safe disposal of material shall be approved. The Government's trash cans, dumpsters, etc. shall not be used. Liquid waste shall not be disposed of in powerhouse drains. All costs of removing debris shall be incidental to the work, and no separate payment will be made therefore.

1.6 PROTECTION AND RESTORATION OF EXISTING FACILITIES

The Contractor shall take precautions to prevent damage to existing facilities while performing work under this contract. Upon completion of the work, all the existing facilities not included as a portion of the work shall be left in a condition better than or equal to the condition existing at time of contract award. Costs for maintenance, repair and restoration of any facilities shall be considered as incidental to and included in the bidding schedule prices.

1.6.1 Care of Drains

Existing powerhouse floor drains shall not be used for disposal of any solid material or any liquids other than clear water. The Contractor shall demonstrate that the pipes and drains are unobstructed when so directed. Drains obstructed by the Contractor shall be cleaned by the Contractor. All costs incurred in the cleaning and clearing of plugged drains, shall be borne by the Contractor.

1.6.2 Protection of Powerhouse Floors

Care shall be taken to prevent damage to tile floors within the powerhouse. Minimum protection shall include a continuous cover of 6 mil poly with a layer of 3/4-inch-thick plywood on all floor areas in the powerhouse at the generator level and mezzanine level (areas which are covered with floor tile). Pipe trenches shall remain accessible even if covered. All designations relating to fire protection equipment that get covered shall be remarked after covering. Provide additional blocking and timbers when required. Also suitably protect other surfaces of work.

Damage to floor caused by Contractor's operation shall be repaired at no additional cost to Government. Repairs shall match surrounding area in color, texture, and surface finish and are subject to approval. Work in the powerhouse shall not start until floor protection meets the satisfaction of the COR.

1.7 GOVERNMENT FURNISHED TOOLS AND MISCELLANEOUS SITE EQUIPMENT

1.7.1 General

Government tools and equipment at the project, i.e., lathes, drill presses, hand tools, etc., are not available for use. Any other special tools or devices required for the work shall be furnished by the Contractor and shall then be turned over to the Government upon completion

SECTION 01 10 10 Page 5 of this contract. Special tools are defined as non-standard or unique tools necessary to perform disassembly or reassembly of the turbine/generator unit.

1.7.2 Government Furnished Tools

a. Lifting yoke for runner assembly (dwg 234989)

b. Lifting clamps for oil head pipes (dwg 234990).

c. Rotor lifting device (dwg 115C8302)

d. Shaft Lifting Device (dwg 115C8301)

e. Turbine runner pedestal and pedestal extension (dwg 227955)

1.7.3 Damage to Tools

Any Government furnished special tools or equipment and lifting devices damaged during the performance of this work shall be repaired or replaced. Any special tools furnished for this work shall remain the property of the Government less fair wear and tear.

1.7.4 Protective Coatings

Protective coatings, including Cosmoline grease, shall be removed from the above applicable items prior to use. Upon completion of the work to be performed under this contract, all protective coatings, including painted surfaces, shall be returned to a satisfactory condition as directed and as suitable for long-term storage. To further define this requirement; for any area damaged, the entire area, plane or surface shall be repainted to avoid colors that do not exactly match existing. Touched up scratches or mismatched colored areas not matching surrounding paint will not be accepted.

1.8 WORK SCHEDULES

1.8.1 Contractor's Schedule

At the prework meeting, the Contractor shall furnish a Schedule of Working Hours for contract work. The Contractor shall furnish notification of any change of schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site. The Schedule Change Notification shall be provided a minimum of 30 days prior to any schedule change to allow suitable scheduling of Government personnel and inspection.

Exception to this requirement may be allowed in case of schedule change due to emergency conditions.

1.8.2 Government's Schedule

Arrangement and scheduling of working hours and crews shall be coordinated with the Government. The working hours of the project staff are 6:30 a.m.

- 5:00 p.m., Monday through Thursday. Working hours which extend past 5:00 p.m. weekdays, on Friday, on weekends, and Federal holidays or which are proposed to be different from that suggested above shall be coordinated and approved by the Contracting Officer 30 calendar days in advance.

SECTION 01 10 10 Page 6

1.9 UNIT AVAILABILITY

1.9.1 General

The Government will arrange for the unit outages as required. Only one unit shall be out at a time. The Contractor shall provide the tail deck gates prior to the first outage. The Government will un-water the units, lock the wicket gates in the closed position, drain governor and lubrication system, open the water passage man-doors, and secure the unit. The Contractor shall submit a disassembly and reassembly procedure and schedule for approval prior to performing any work on the unit.

Contractor personnel shall not enter the work area until given assurance in writing by the Government that all safe clearance steps are complete.

1.9.2 Contractor Request for Unit Availability

The Government shall be notified of the time and date the Contractor would like the unit made available for work. The Government will, within 30 calendar days after receipt of the notice, inform the Contractor in writing as to the time and date of availability. The Government will make every effort to make the unit available on the date requested and in accordance with the Contractor's schedule.

1.9.3 Notice to Water-up Unit

The Contractor shall give written notice of the date on which the Government can commence watering-up of the unit.

1.9.4 Scheduling Operational Testing

The Government shall be given advance written notice 30 calendar days prior of the date the unit will be ready for operational testing.

Operational tests shall not be scheduled on weekends or Federal holidays.

Operational tests shall be witnessed by the COR or his representative.

1.10 USE OF POWERHOUSE BRIDGE CRANES

1.10.1 General

There is a powerhouse bridge crane which will be needed for major lifts in the disassembly and reassemble of the generator and turbine. The bridge crane at the powerhouse will be available for work within the working load and movement limits of the crane. The cranes capacities and speeds are as follows:

There are two trolleys. Each trolley has a main hoist and an auxiliary hoist.

(a) Main Hoist, Rated Capacity, tons 275

(b) Rated Capacity per Trolley, 137.5 tons at 4.5 fpm

(c) Main Hoist Hook Travel, approx. ftmsl 399-470

(d) Aux.Hoist, Rated Capacity per Trolley 25 tons at 21.4 fpm

(e) Aux. Hoist Hook Travel, approx. ftmsl 394-472

(f) Total Bridge Travel, approx. feet 341.5

(g) Rated Bridge Travel speed, fpm 81.6

(h) Rated Trolley Travel Speed, fpm 25

(i) Bridge Span, approx. feet 70

The Government will furnish electric power, lubrication, and normal

SECTION 01 10 10 Page 7 maintenance including adjustments without cost. The Contractor shall operate the crane in strict accordance with ANSI B 30.2 and OSHA 29 CFR 1910 .179. The Government will perform the initial crane inspection as required by the codes. The Contractor shall perform all additional inspections as required by the codes. The Contractor will be held liable for all damages incurred as the result of the negligent operation or use of the crane. The Contractor shall request use of the crane from the from the Contracting Officer's representative at least 7 days prior to needing crane.

1.10.2 Use of the Crane

The crane facilities at the project must be shared with the Corps project forces and other contractors as directed. The Contractor will be liable for all damage, due to fault or negligence, incurred while the crane is operated by the Contractor's crane operator. Allocation of crane time between the primary Contractor and other contractors will be made by the Government, and the decision will be final in any dispute arising relative thereto. The Government remains the primary user and the Contractor is to schedule use of the crane by written request. Advance notice and request for approval shall be made each time the use of the crane is required.

The Government retains the right to withdraw the availability of the crane at any time it is required for loading and unloading trucks, emergency use, normally or for coordination with other contractors, or scheduled project maintenance.

1.10.3 Below the Hook Lifting Devices

Any newly constructed fitting devices specifically made for new or old contract equipment shall remain at the powerhouse for government property.

All new lifting devices shall conform to EM 385-1-1 , ASME B30.20 , and

CMAA 70.

1.10.4 Contractor Crane Operator

Qualified Contractor bridge crane operators shall be furnished for the operations. In addition to meeting the requirements of EM 385-1-1 , each crane operator shall have had at least 1-year's experience on a bridge crane with similar characteristics and equal or greater capacity. Crane Operator Qualifications, for each operator in the form of an affidavit signed by the operator and the Contractor shall be submitted. The affidavit shall include a complete record of all related work with particular emphasis on experience directly related to operation of a counterpart crane handling comparable loads. Before any operator is approved they shall spend at least 1 hour being checked out on the crane under the direct surveillance of the Government. The operator may be retested at any time. The crane operators shall have current (within the previous 12 months) medical examinations with emphasis on hearing, eyesight, and cardiovascular conditions. The medical exams shall be submitted with the affidavit.

1.10.5 Contractor's Riggers

Qualified riggers shall be furnished for lifting and in attaching such loads to the crane. An affidavit stating the Crane Rigger Qualifications shall be submitted. The affidavit shall include a complete record of all related experience and be signed by the rigger and the Contractor.

Knowledge of hand signals of the riggers and verification shall be the responsibility of the Contractor.

SECTION 01 10 10 Page 8

1.11 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

The Government will limit interference with the Contractor's work to the maximum reasonable extent. The Contractor shall coordinate the use of areas and/or equipment with the Government and any other Contractors working in the area.

1.12 TOOLS AND PARTS CONTROL AND ACCOUNTABILITY PROCEDURE

Purpose: Provide tools and parts control and accountability.

a. Tool and parts control and accountability, including personal items, are necessary to ensure that foreign objects are not left loose within the confined areas, defined as the inside diameter or the air housing above the lower bearing bracket.

b. Loose objects inside the above-described area are not desirable, and inspections must be conducted to ensure that loose objects are not left in place.

c. Pieces of equipment are stored and/or repaired/replaced inside and outside the confined area. There is not a practical means of controlling all access to the equipment outside the confined area and therefore control of tools, small parts, and other foreign objects outside the confined area is not practical.

d. Tools, parts, and personal items will be controlled and accounted for. Tools, parts, and personnel should only access the confined area from the balcony, the turbine pit access, and air housing door. The Contractor shall be responsible for overall control of tools, parts, and people. The Government construction representatives will ensure compliance by Government personnel and Government visitors.

e. Special meetings to announce start of this control and to emphasize performance for everyone will be conducted jointly with Contractor and Government personnel.

Inspections:

a. The confined area will be inspected independently by each representative of the Contractor and Government personnel after all repairs/replacements are made to the stator.

b. All equipment will likewise be inspected independently by the Contractor and Government after all repair/replacement and just prior to reinstallation.

c. Personnel will remove all personal items and tools from their person prior to making the inspections. Removal of the personal items will be verified by the Contractor's representative.

d. At the end of each shift, during reassembly, the Contractor's supervisor will inspect the area within the air housing inside the diameter and above the lower cover plates for any loose tools and parts.

Loose tools and parts will be removed and accounted for each day. No personnel will leave the area until everything logged into the confined area is logged out of the area.

SECTION 01 10 10 Page 9

e. The confined area will be independently inspected by the Contractor and Government personnel just prior to reinstallation of the upper and lower air deflectors. A cleanout inspection procedure/plan will be developed with the Contractor and the Government. A trial hunt will be utilized to fine tune the procedure. In addition, just prior to unit startup, and independent inspection by the Contractor and Government personnel will be performed on all those still visible within the confined area.

Tools, Parts, and Personal Items Control and Accountability:

a. To control the tools entering the confined area, all personal transportable tools will be checked out of a controlled space, such as large tool bins or fenced cages, and checked back in on each shift. A dedicated tool person (laborer) on each shift will be responsible to assure that inventoried tools for each end of each shift. The inventory will be specified; that is, each tool will be identified for each craftsperson by the tool person. Should a tool be lost during the shift, the craftsperson will be directed to find the tool before he is allowed to leave the site.

b. To control small personally transportable parts entering the confined area, the dedicated tool control person will inventory and issue the parts at the start of each shift. At the end of each shift, a count will be made of the installed parts to ensure that the number checked out was actually installed. The Contractor's supervisor will reconcile any shortage of small parts.

Responsibility and Records:

a. The Contractor's supervisors will be responsible that all tools are accounted for and signed in and out on a daily basis.

b. A copy of the Tool Equipment Daily Checklist will be turned in to the Government Representative at the end of each shift.

1.13 STORAGE OF EQUIPMENT AND MATERIALS

Indoor and outdoor storage of equipment and materials will be permitted only at designated storage areas in the immediate vicinity of the power plant which will be coordinated with the Government during the pre-work conference. A minimum access space of three feet shall be maintained between stored items and the existing powerhouse equipment.

1.14 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

The Government shall be informed immediately upon finding any damaged equipment or other abnormal conditions involving additional work in which the Contractor believes he has no responsibility. The failure or abnormality shall not be disturbed until witnessed by the GQAR. Prior to proceeding further, the Contractor and the Government shall agree in writing as to the responsibility for the damage or abnormality.

1.15 DISPOSAL OF ELECTRICAL AND MECHANICAL EQUIPMENT AND MISCELLANEOUS

MATERIALS

1.15.1 Disposal of Material and Equipment

Title to all materials and equipment to be disposed of, excepting salvage

SECTION 01 10 10 Page 10 items and hazardous waste, is vested in the Contractor upon receipt of signed contract and such materials and equipment are designated scrap only as directed. The Government will not be responsible for the condition, loss or damage to such property after notice to proceed. The Contractor may retain these items in usable form and take possession of them providing that there is no subsequent cost or inconvenience to the Government. The Government does not guarantee that these items are complete or in working order, and the Contractor shall assume responsibility for any damages caused by their use immediately upon taking possession of them. Scrap materials shall be removed from the Government's property within 14 calendar days of being taken out of service.

1.15.2 Salvage

Salvage shall include removal of the material, equipment, etc., from its present location and transporting, bundling, protecting, cleaning, and storing it onsite as directed. Salvage items will be those specified.

These items shall remain the property of the Government. Adequate property control records shall be maintained for all materials or equipment specified to be salvaged. These records may be in accordance with the Contractor's system of property control. The Contractor shall be responsible for the adequate storage and protection of all salvaged materials and equipment and shall replace all salvage materials and equipment which are stolen, broken, or damaged during the salvage operations as the result of his negligence, or while in his care.

1.16 HAZARDOUS MATERIALS

1.16.1 Lead Based Paints

Lead paint is suspected to be present on the majority of turbine components, refer to Sections 09 97 02 PAINTING: HYDRAULIC STRUCTURES and 02 83 20 LEAD BASE PAINT (LBP) ABATEMENT, REMOVAL, AND DISPOSAL for further details.

1.16.2 Asbestos

The stator winding may contain asbestos. Asbestos removal will be addressed as an Alternative in the contract. Refer to Section 02 82 14 ASBESTOS ABATEMENT WORK for further details.

1.17 PERMITS AND RESPONSIBILITIES

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, County, and municipal laws, codes, and regulations applicable to the performance of the work.

1.18 WEEKLY MEETINGS

Once each week, while on site, a general coordination meeting will be held between the Contractor and Government. This meeting will be used to discuss progress in the last week and work planned in the coming week. A meeting time shall be mutually agreed upon.

The Contractor shall produce and maintain the agenda and meeting minutes for the weekly meetings. The agenda shall be sent to the Government at least 12 hours prior to the meeting to allow the Government to review and

SECTION 01 10 10 Page 11 potentially add items. If modifications are made, an updated agenda shall be sent to the Government at least 1 hour prior to the scheduled start of the meeting.

1.19 PAYMENT

Unless otherwise noted, separate or direct payment will not be made for compliance with this section. All costs thereof are incidental to and included in the contract prices and payment for the various items listed in the bid schedule.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 10 10 Page 12

Units 1-4 Rehabilitation W912P5-18-S-0005

1.3 PAYMENT

1.3.1 UNIT 4 BID ITEMS

1.3.2 UNIT 3 BID ITEMS

1.3.3 UNIT 2 BID ITEMS

1.3.4 UNIT 1 BID ITEMS

1.3.5 OPTIONAL ITEMS

PART 2 PRODUCTS

PART 3 EXECUTION

Barkley Powerhouse Grand Rivers, Kentucky

1.2 MEASUREMENT

1.2.1 Lump Sum Measurement Items

1.2.2 Unit Price Measurement Items

1.2.3 Services of Miscellaneous Hire Items for

Government Directed Work

1.2.4 Miscellaneous Welding

-- End of Section Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 26

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

SECTION 01 22 00.00 26

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

In each instance, the contract price for an item will constitute full compensation as specified, as shown, or as otherwise approved. The contract price and payment will also constitute full compensation for all work incidental to completion of the item, unless such work is otherwise specifically mentioned for separate payment under another item. In the event any work is required by the specification sections or by the drawings and not specifically mentioned in the measurement and payment paragraphs, separate or direct payment will not be made, and all costs thereof are incidental to, and included in, the contract prices and payment for all items listed in the bid schedule.

1.2 MEASUREMENT

1.2.1 Job Measurement Items

Measurement items for the work of this contract for which contract job payments will be made are listed in the bid schedule and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price [EA] measurement item, shall be included in the listed job item most closely associated with the work involved. The job price for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.2 Unit Price Measurement Items

Measurement items for the work of this contract on which the contract unit price payments will be made are listed in the bid schedule and described below. The unit price for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.3 Services of Miscellaneous Hire Items for Government Directed Work

Machinist hire, electrician hire, welding services, painter hire, other skilled craftsman hire, general laborer hire, liquid penetrant method, magnetic particle method, ultrasonic method, radiographic method, and thermal spraying measurement of time will be units of man-hours, with a man-hour defined as one person working as directed for a period of 60 minutes. To qualify as services of miscellaneous hire, the directed work will be additional to that necessary to comply with specifications requirements. Time will be computed by rounding off to the next higher one-half (1/2) hour. No separate measurement for supervision, helper labor, overhead and/or other markups will be made as they are incidental to the service being furnished.

1.2.4 Miscellaneous Welding

Miscellaneous welding will be measured as the number of pounds of welding rod or wire placed. When directed to perform welding under this item, the welding rod or wire for the work shall be weighed in the presence of a Government Inspector. Upon completion of the work, the rod studs and unused rods or wire shall be weighed in the presence of a Government Inspector and the difference in weight between the rods or wire issued and the stubs and rods or wire returned will be the amount for payment. If the number of studs plus the unused rods does not equal the number of rods issued, the weight of one rod will be deducted for each rod unaccounted for.

1.3 PAYMENT

1.3.1 UNIT 4 BID ITEMS

Payment for all work specified, shown or incidental to complete the work will be made as follows:

Item No. 0100 Site Mobilization to Accomplish Work

Payment will be made at the contract job basis under Bid Item No. 0100. Mobilization will be considered complete when the unit is dewatered and the Contractor has the equipment and manpower onsite and ready to begin unit disassembly.

Item No. 0101 Site Demobilization to Remove Equipment, cleanup and Restore the Site to Original Condition

Payment will be made at the contract job basis under Bid Item No. 0101. Demobilization will be considered complete when the Contractor has removed all construction equipment, cleaned the area and restored the work area to "as found" pre contract conditions, unless otherwise approved.

Item No. 0102 Disassemble Hydraulic Turbine-Generator Unit and Inspect Components, Unit 4

Payment for the disassembly and inspection of the turbine-generator unit will be made on a job basis under Item No.

0102. Payment shall include labor, material, and equipment required to disassemble on Kaplan hydrogenerating unit in accordance with the specifications.

Item No. 0103 Reassemble Generating Unit with New Runner and Components, Unit 4

Payment for the reassembly of the turbine-generator unit will be made on a job basis under Item No. 0103. Payment shall include labor, material, and equipment in accordance with the specifications.

Item No. 0104 Furnish Center Hole Jacking System

Payment will be made on a job basis under Item No. 0104. One Payment shall include labor, material, and equipment in accordance to furnish one center hole jacking system with the specifications. Only one system per project.

Item No. 0105 Investigate the Condition of Generating Unit Prior to Disassembly, Unit 4

Payment for the investigation of the unit operation will be made on a job basis under Item No. 0105. Payment shall include labor, material, and equipment in accordance with the specifications.

Item No. 0106 Operational Testing After Reassembly of Generating, Unit 4

Payment for the reassembled operational testing will be made on a job basis under Item No. 0106. Payment shall

Item No.