Specifications.pdf

SPECIFICATION COVER SHEET

PLANS & SPECIFICATIONS

FOR

FY15 St. Marys River Protective Relays and Station Service Upgrades

SOO AREA OFFICE

SAULT STE. MARIE, MICHIGAN

W911XK-15-R-0007

SITE VISIT 24MAR2014

DRAFT 15APR2014

90% BCOE 17JUN2014

DRAFT 2JULY2014

BACKCHECK 14JULY2014

BACKCHECK 17JULY2014

READY TO ADVERTISE 29JULY2014

95% BCOE 5FEBRUARY2015

95% BACKCHECK 29APRIL2015

95% BACKCHECK 11MAY2015

95% BACKCHECK 19MAY2015

FINAL ROUTING 1JUNE2015

READY TO ADVERTISE 15JUNE2015

Submitted By: Cost & General Engineering Branch

U.S. ARMY CORPS OF ENGINEERS

DETROIT DISTRICT

FY15 ST MARYS PROTECTIVE RELAYS AND STATION SERVICE UPGRADES STMARYSPRANDSSU2

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 10.00 26 SUMMARY OF WORK

01 12 16.00 26 WORK SEQUENCE

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13.10 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 38 00 CONSTRUCTION PHOTOGRAPHS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES

01 54 19.10 28 POWER HOUSE BRIDGE CRANE

01 57 20.10 28 ENVIRONMENT PROTECTION

01 57 20.20 28 ENVIRONMENT PROTECTION - HAZARDOUS WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.00 26 SYSTEMS TESTING AND COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 82 13.01 28 CLASS II ASBESTOS ABATEMENT

02 83 33.13 28 RCRA METAL BASED PAINT REMOVAL AND DISPOSAL

DIVISION 03 - CONCRETE

03 20 01.00 10 CONCRETE REINFORCEMENT

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 26 SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 26 GENERAL ELECTRICAL WORK AND EQUIPMENT

26 05 13.00 26 MEDIUM-VOLTAGE CABLE

26 05 19.00 26 INSULATED WIRE AND CABLE

26 05 26.00 26 GROUNDING

26 12 19.10 26 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 24 19.00 26 MOTOR CONTROL CENTERS

26 28 01.00 26 COORDINATED POWER SYSTEM PROTECTION

26 32 36.00 26 BATTERY CHARGER

DIVISION 27 - COMMUNICATIONS

27 21 10.00 26 FIBER OPTIC DATA TRANSMISSION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

PROJECT TABLE OF CONTENTS Page 1

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 10.00 26

SUMMARY OF WORK

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 DEFINITIONS

1.3 SALVAGE MATERIAL AND EQUIPMENT

PART 2 - PRODUCTS - NOT USED

PART 3 - PRODUCTS - NOT USED

-- End of Section Table of Contents --

SECTION 01 11 10.00 26 Page 1

SECTION 01 11 10.00 26

SUMMARY OF WORK

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

This section covers the technical specifications to perform all work required to upgrade the St Marys Powerhouse Protective Relay System and Station Service System. This section is a general summary of the required work and is not all-inclusive. The work described within these specifications shall include, but not necessarily be limited to the following:

BASE

a. Remove and salvage of the RIS RTD Monitoring System located in relay board panel six (6), the Generator Breaker Failure Cabinet located in the relay room, and four (4) Basler BE1-59N relays located in the Ground Fault Relay Cabinet in the control room. All of this equipment is on EL 611.5.

b. Remove and dispose of relay board panels one (1), two (2), three (3), four (4), five (5), and six (6) in the control room located on EL 611.5.

c. Remove and dispose of control panels Unit 2, Unit 1, Unit 1G, and SYNC at Cloverland Electric Co-op's Magazine Street substation.

d. Remove and dispose of control cables 1F6, 2F6, 3F6, and 4F6 between the USACE Powerhouse and Cloverland Electric Co-op's Magazine Street substation.

e. Remove and dispose of one (1) AC/DC switchboard including related feeders, control cables, inverter, control systems, and motor MG set located on EL 587.5.

OPTION A

f. Remove and dispose of one (1) 460VAC Station Service Switchgear including related feeders and control cables on EL. 600.0.

g. Remove and dispose of one (1) 460VAC Heating & Ventilating Switchgear and MCC including related feeders and control cables on EL.

611.5.

OPTION B

h. Remove and dispose of three (3) Main Unit DC Auxiliary Switchboards (units 1, 2, and 3) including related feeders, control cables, and control systems on EL. 600.0.

SECTION 01 11 10.00 26 Page 2

i. Remove and dispose of three (3) Main Unit AC Auxiliary Switchboards (units 1, 2, and 3) including related feeders, control cables, and control systems on EL. 600.0.

j. Remove and dispose of one (1) Unit 3A DC Auxiliary Switchboard including related feeders, control cables, and control systems on EL.

587.5.

k. Remove and dispose of one (1) Unit 3A AC Auxiliary Switchboard including related feeders, control cables, and control systems on EL.

587.5.

BASE

l. Provide, install, and test new protective relaying and misc controls located in the relay room in the USACE powerhouse.

m. Provide, install, and test new protective relaying and misc controls at Cloverland Electric Co-op's Magazine Street substation.

n. Provide, install, and test new fiber optic cables F1-ut1, F2-ut1, F3-ut1, and F4-ut1 between the USACE Powerhouse and Cloverland Electric Co-op's Magazine Street substation.

o. Provide, install, and test one (1)Rockwell Automation part #QMPJ0009-I0 Aux AC MCC 587; including related feeders and control cables on EL. 587.5..

p. Provide, install, and test one (1)Rockwell Automation part #QMPJ0009-J0 Station Service DC MCC; including related feeders and control cables on EL. 587.

q. Provide, install, and test a 13.8 to 4.16 kV transformer by Davis Building.

r. Provide, install, and test new station service DC battery charger and associated cables for power, monitoring, and control

OPTION A

s. Provide, install, and test one (1)Rockwell Automation part #QMPJ0009-K0 Station Servic AC MCC; including related feeders and control cables on EL. 600.

t. Provide, install, and test one (1)Rockwell Automation part #QMPJ0009-L0 Heat and Vent MCC; including related feeders and control cables on EL. 611.5.

OPTION B

u. Provide, install, and test three (3)Rockwell Automation part #s QMPJ0009-E0 Aux DC MCC Unit 1, QMPJ0009-F0 Aux DC MCC Unit 2, QMPJ0009-G0 Aux DC MCC Unit 3; including related feeders, control cables, and control systems on EL. 600.

v. Provide, install, and test three (3)Rockwell Automation part #s

SECTION 01 11 10.00 26 Page 3

QMPJ0009-A0 Aux AC MCC Unit 1, QMPJ0009-B0 Aux AC MCC Unit 2, QMPJ0009-C0 Aux AC MCC Unit 3; including related feeders, control cables, and control systems on EL. 600.

w. Provide, install, and test one (1)Rockwell Automation part #QMPJ0009-H0 Aux DC MCC Unit 3A; including related feeders, control cables, and control systems on EL. 587.5.

x. Provide, install, and test one (1)Rockwell Automation part #QMPJ0009-D0 Aux AC MCC Unit 3A; including related feeders, control cables, and control systems on EL. 587.5.

1.2 DEFINITIONS

a. Wherever in the specifications, or upon the drawings, the words "directed", "required", "ordered", "designated", "prescribed", or words of like import are used, it shall be understood that the "direction", "requirement", "order", "designation", or "prescription" of the Contracting Officer is intended, and similarly the words "approved", "acceptable", "satisfactory", or words of like import shall mean "approved by" or "acceptable to" or "satisfactory to" the Contracting Officer unless otherwise expressly stated.

b. Where "as shown", "as indicated", "as detailed", or words of like import are used, it shall be understood that the reference is made to the drawings accompanying this contract unless stated otherwise. The word "provided" as used herein shall be understood to mean "provided complete in place", that is, "furnished and installed". (FAR 52.236.21(b) and (c)).

c. Wherever in these specifications the word "weekend(s)" is used, it shall be understood to mean "Saturday, Sunday, and Federal Holidays", unless otherwise expressly stated.

d. Whenever in these specifications the word "Project" is used, it shall be understood to mean St. Marys Falls Powerhouse and Soo Locks Facility.

1.3 SALVAGE MATERIAL AND EQUIPMENT

Items designated on the plans to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, delivered, and off-loaded at the Government designated storage area.

Contractor shall be responsible for storage and protection of salvaged materials and equipment until final delivery to the Government designated storage area.

PART 2 - PRODUCTS - NOT USED

PART 3 - PRODUCTS - NOT USED

-- End of Section --

SECTION 01 11 10.00 26 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

01 12 16.00 26

WORK SEQUENCE

PART 1 GENERAL

1.1 COORDINATION

1.2 SUBMITTALS

1.3 EQUIPMENT REPLACEMENT AND CUTOVER PLAN

1.4 SEQUENCE OF WORK

1.4.1 Outages

1.4.2 Outage Restrictions

1.4.3 Temporary Power Requirements

1.4.4 LISTING OF EQUIPMENT THAT SHALL REMAIN ENERGIZED AND

OPERATIONAL DURING THE CONSTRUCTION PHASE

1.4.5 Work Sequence

1.4.5.1 3000 kVA Transformer

1.4.5.2 Magazine St. Substation relay panels

1.4.5.3 Fiber Optic Cable

1.4.5.4 Phase #1 - Panels 4 & 5 (TOTAL PLANT OUTAGE)

1.4.5.5 Phase #2 - Panel 6

1.4.5.6 Phase #3 - Panel 3

1.4.5.7 Phase #4 - Panel 2

1.4.5.8 Phase #6 - Panel 1

1.4.5.9 Phase # 7 - Take Unit 3A out of service.

1.4.5.10 Phase #8 - Take Unit 3 out of service

1.4.5.11 Phase #9 - Heat & Vent

1.4.5.12 Finalize Work.

PART 2 PRODUCTS

2.1 Temporary Power Cables

PART 3 EXECUTION - NOT USED.

SECTION 01 12 16.00 26 Page 1

01 12 16.00 26

WORK SEQUENCE

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 COORDINATION

The construction sequence is critical in maintaining operability of the St. Marys Station Service electrical distribution and control systems during the required upgrades and replacement of equipment. Equipment and systems outages shall be kept to a minimum and shall be coordinated with the Contracting Officer's Representative (COR) prior to cutover from existing equipment/systems to new equipment/systems. Temporary outages will be required as loads are transferred from existing equipment to new equipment. Proper sequencing of the work shall be required to minimize the duration of these outages. In addition, specific critical loads identified in the TECHNICAL SPECIFICATIONS must be supported by temporary power sources furnished by the Contractor 24 hours a day 7 days a week during the effected work.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only. When used, a designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Equipment Replacement and Cutover Plan; G, AOF

Temporary Power Plan And Schedule; G, AOF

SD-02 Containment

Design of containment pad; G, AOF

SD-03 Product Data

Temporary Power Cables; G, AOF

1.3 EQUIPMENT REPLACEMENT AND CUTOVER PLAN

The Contractor shall submit at least 90 days prior to the start of equipment installation the proposed step-by-step removal and installation procedure and system cutover schedule. The plan shall include a detailed sequential list of activities, duration of each activity, duration of all outages required, and temporary power plan if required. The plan shall reflect the coordination with the Government's safe clearance procedure (LOCK-OUT/TAG-OUT) for de-energizing equipment. The plan shall be

SECTION 01 12 16.00 26 Page 2 coordinated with the overall project schedule required by SECTION 01 32 03

PROJECT SCHEDULE. No work will be allowed to commence until the plan is approved. Any revisions to the approved plan shall be submitted for approval.

1.4 SEQUENCE OF WORK

This subpart is the recommended sequence of work to minimize outages and disruptions to the St. Marys Powerhouse and Soo Locks facility operations during the required installations. In addition, any required schedule or logistical constraints and temporary power requirements are noted for the affected elements of work. The sequence of work represents the major elements of work and is not to be construed as all-inclusive. All ancillary work required for a complete and functional installation as defined by the contract documents and sequence of work shall be the responsibility of the Contractor and shall be incorporated into the proposed "Equipment Replacement and Cutover Plan." The Contractor may propose changes to the sequence of work, for approval, if the changes improve installation schedules, reduce system or equipment outages, or result in improved functional reliability.

1.4.1 Outages

a) It is understood that this project requires both individual generator unit outages as well as a one (1) time TOTAL PLANT OUTAGE. This section identifies the amount of outages, length of outages, and outage restrictions.

b) Unless otherwise specified and in compliance with section 1.4.2 Outage Restrictions, outages are limited to one (1) generating unit and the corresponding 15kV Magazine St. Substation feeder cable at any given time. The single unit outage shall be limited to one relay panel section.

c) Individual unit outages are limited to a maximum of 21 consecutive days.

d) One (1) TOTAL PLANT OUTAGE is allowed that includes the shutdown of Units 1, 2, 3, 3A, and 10. This outage shall be a maximum of 21 consecutive days and comply with the outage restrictions.

e) During outages, including individual unit outages, the contractor shall work 7 days per week and 12 hours per day from 0700 to 1900.

f) Work to be completed during outage days to include demolition, installation, commissioning, and testing of all equipment. Contractor shall coordinate relay protection testing/commissioning with Government as specified in section 28 26 01.00 26.

1.4.2 Outage Restrictions

a) The TOTAL PLANT OUTAGE shall fall completely within the months of May, June, September, and/or October. The contractor shall give the COR 6 weeks' notice for TOTAL PLANT OUTAGE.

b) Unit 10 outages shall be in the months of May through October.

SECTION 01 12 16.00 26 Page 3

c) A single unit outage in July or August requires a 4 week notice to the COR. All other single unit outages require at least a 2 week notice.

d) Government floating plant support is only available in the months of May through October.

1.4.3 Temporary Power Requirements

The Contractor shall furnish, install, connect, maintain, and repair as necessary a connection from the existing Cloverland emergency feeder to provide temporary power to equipment in list below. The existing Cloverland emergency feeder will be tied into a contractor furnished 3000 kVA, transformer on a contractor designed and furnished concrete containment pad. Temporary power shall be continuous and uninterrupted.

The Contractor is responsible for providing a permanent transformer and items below to provide temporary power to the facilities listed in "Temporary Power Requirements" and at a minimum provide the following:

The location of the transformer pad will be on the pier between the Poe and the Davis Locks. Exact location to be coordinated with the COR.

a) Contractor shall design and furnish concrete containment pad to meet applicable regulatory requirements. The containment pad shall become government property at the end of this contract. Contractor shall submit design for the containment pad with a licensed P.E.

signature. The transformer shall be provided with spill containment complying with SECTION 01 57 20.10 28 ENVIRONMENT PROTECTION, paragraph "SPILL PROTECTION FOR EQUIPMENT".

b) Provide a 3000 kVA transformer that comply with all technical requirements specified in spec section 26 12 19.10-26. The transformer shall become government property at the end of this contract.

c) Deliver to the project and set in place the transformer and all accessories required to supply the temporary power required.

d) Connect and test the transformer and accessories prior to providing required temporary power for Government loads.

e) Furnish and install all necessary circuit breakers, cables and connectors to connect temporary power to existing equipment.

f) Provide the name and contact information of an individual to respond on site within two (2) hours of notification to troubleshoot and repair any components of the temporary power.

1.4.4 LISTING OF EQUIPMENT THAT SHALL REMAIN ENERGIZED AND OPERATIONAL

DURING THE CONSTRUCTION PHASE

LOCK AND HYDRO EQUIPMENT LISTING

a. The locks shall receive power from Assembly-B. This 4160 Vac switchgear is located in the Davis Basement.

b. The station batteries shall remain under float charge by a battery

SECTION 01 12 16.00 26 Page 4 charger. Also, during the total plant outage, UNIT 3A's DC auxiliary board, Unit 1's DC auxiliary board, and bench board terminal 67A or 67B shall be temporarily connected to either station service DC charger or batteries with 4/0 Cu 2/C. This is to provide 125VDC to the plant facility for the bench-board and associated alarms.

c. One of the two station sump pumps that are powered by SWBD 12 (El 561.0').

d. One of the two house water pumps that are powered by SWDB 13 (El 570.5').

e. The AC and DC turbine water sump pumps for Unit 3A. Objective is 3A's turbine pit shall have two operational sump pumps; the Government may approve a contractor installed AC sump pump in lieu of the existing DC sump pump.

f. The water heater on 600' located in the janitor's room.

g. The generator heaters for hydro units 1, 2, 3, and 3A. Objective is to apply heat to prevent moisture in the stator coils; alternative solutions may be approved by the Government.

h. VoIP phones. This equipment is powered by a circuit out of Lighting Panel 1L; the equipment is located by the Heat and Vent

Switchboard (El. 611.5')

LIGHTING, FIRE, AND SECURITY EQUIPMENT

a. Power to Lighting Panel 13L. This powers the control-room lights, bathroom lights, kitchen lights, and the outlets located in the control room.

b. There shall be dedicated light fixtures illuminating the floor hatch when the floor hatch is open

c. All Fire Alarms for the main hydro power plant. d. All security sensors and video cameras.

e. Inspection tunnel (El. 561.0') lights; minimal lighting.

f. Floor lighting for the 587.0' level; minimal lighting; exclude oil room.

g. Gate house lights; minimal lighting;

h. Dedicated lights near the north end of the Gate house that illuminate the gate lifter in the far north gate slot.

i. Generator floor (El. 600.0) lights; minimal lighting j. Existing exterior sluice-way lights

k. Existing exterior lights for tail-race signs that to warn boaters.

l. Existing exterior lights located on the foot-bridge and crib dam.

m. Existing roadway lights. These are the lights on the west and east exterior walls of main hydro plant; they are located a few feet from the

SECTION 01 12 16.00 26 Page 5 ground surface and built into the exterior wall.

n. All equipment located at the Compensating works. This equipment is powered by a 4160 VAC feeder that is connected to the primary bus of the Heat and Vent transformer (300 KVA, El 611.5').

1.4.5 Work Sequence

Below is a general work sequence for the project. It is not intended to be all inclusive rather a general outline of overall tasks. All items are in the Base contract unless labeled as a contract option.

1.4.5.1 3000 kVA Transformer

New 3000 kVA Power transformer near Davis Building shall be permanently installed and operational sourcing Assembly B in Davis Building Basement before any other contract work is started.

1.4.5.2 Magazine St. Substation relay panels

USACE Magazine St. feeder relay panels shall be assembled, on site, and function tested before the next phase begins.

Remove 15kV feeder #4 from service. This allows the demolition of control cabinet Unit 1 at Magazine St. substation, providing the necessary room for the installation of USACE Magazine Feeder relay panels.

1.4.5.3 Fiber Optic Cable

Fiber optic cable shall be installed and terminated between the new power plant and Magazine St. substation. Feeder #4 will have protection available from the NPP ONLY and should therefore be used in case of EMERGENCY ONLY. It is recommended Feeder #4 remain out of service until Phase #2 of the relay panel installation process is complete.

1.4.5.4 Phase #1 - Panels 4 & 5 (TOTAL PLANT OUTAGE)

Take protective relay panels 4 and 5 out of service. This will take Unit 1, Unit 2, Unit 3, Unit 3A, and Unit 10 out of service.

a. Remove and replace protective relay panel number 4 & 5.

b. Remove and replace AC/DC Switchboard EL. 587.5 with Aux AC MCC 587 and Station Service DC MCC

c. Install Battery Charger #2

d. Option A -- Remove and replace 460VAC Station Service Switchgear EL. 600.0 (Station Service AC MCC)

e. Test and perform commissioning on above equipment

NOTE: Magazine St. Feeders are the most important outage time to minimize.

NOTE: Temporary power will be required to some loads.

1.4.5.5 Phase #2 - Panel 6

Take protective relay panel number 6 out of service. This will take Unit

SECTION 01 12 16.00 26 Page 6

10 and 13.8kV Magazine Substation Feeder 4 out of service.

a. Remove and replace protective relay panel number 6.

b. Test and perform commissioning on above equipment

1.4.5.6 Phase #3 - Panel 3

Take protective relay panel number 3 out of service. This will take Unit 3 and 13.8kV Magazine Substation Feeder 3 out of service.

a. Remove and replace protective relay panel number 3.

b. Option B -- Remove and replace Unit 3 Auxiliary AC and DC Switchboards EL. 600.0.

c. Test and perform commissioning on above equipment

1.4.5.7 Phase #4 - Panel 2

Take protective relay panel number 2 out of service. This will take Unit 2 and 13.8kV Magazine Substation Feeder 2 out of service.

a. Remove and replace protective relay panel number 2.

b. Option B -- Remove and replace Unit 2 Auxiliary AC and DC Switchboards EL. 600.0.

c. Test and perform commissioning on above equipment

1.4.5.8 Phase #6 - Panel 1

Take protective relay panel number 1 out of service. This will take Unit 1 and 13.8kV Magazine Substation Feeder 1 out of service.

a. Remove and replace protective relay panel number 1.

b. Option B -- Remove and replace Unit 1 Auxiliary AC and DC Switchboards EL. 600.0.

c. Test and perform commissioning on above equipment

1.4.5.9 Phase # 7 - Take Unit 3A out of service.

a. Option B -- Remove and replace Unit 3A Auxiliary AC and DC Switchboards EL. 587.5.

b. Transfer cables for Unit 3A from the Ground Fault Relay cabinet to the relay board.

c. Test and perform commissioning on above equipment

1.4.5.10 Phase #8 - Take Unit 3 out of service

a. Transfer cables for Unit 3 from the Ground Fault Relay cabinet to the relay board.

b. Test and perform commissioning on the ground fault functionality of Unit 3.

SECTION 01 12 16.00 26 Page 7

1.4.5.11 Phase #9 - Heat & Vent

Option A -- Take 460VAC Heating & Ventilating Switchgear out of service.

a. Remove and replace 460VAC Heating & Ventilating Switchgear on EL.

611.5.

b. Remove and replace 460VAC Heating & Ventilating MCC EL. 611.5.

NOTE: Temporary power will be required to some loads.

c. Test and perform commissioning on above equipment.

1.4.5.12 Finalize Work.

a. Finalize protective relay network.

b. Complete commissioning of all systems.

c. Address any punchlist items.

d. Perform training.

PART 2 PRODUCTS

2.1 Temporary Power Cables

Temporary power cables must comply with specification 26 05 19.00 26 Insulated Wire and Cable and shall become the property of the government upon completion of the project.

PART 3 EXECUTION - NOT USED.

SECTION 01 12 16.00 26 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM (JOB) PAYMENT ITEMS

1.2 BID SCHEDULE

1.2.1 0001 Base Rockwell Equipment Only

1.2.2 0002 Base Schweitzer Equipment Only

1.2.3 0003 Base Protective Relay Demolition & Installation and all other material

1.2.4 0004 Option A: Rockwell Equipment Only

1.2.5 0005 Option A: Station Service & Heat & Vent Demolition &

Installation and all other material

1.2.6 0006 Option B: Rockwell Equipment Only

1.2.7 0007 Option B: Unit Aux Boards Demolition & Installation and all other material

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM (JOB) PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made 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 BID SCHEDULE

1.2.1 0001 Base Rockwell Equipment Only

1) 1) Payment will be made for lump sum (job) costs associated with furnishing the sole source Rockwell Equipment for the base contract as required in the plans and specifications.

a. Materials only as described in specification section 01 11 10.00 26 SUMMARY OF WORK, Paragraph 1.1, subparagraphs o and p.

2) Unit of measure: Job.

1.2.2 0002 Base Schweitzer Equipment Only

1) Payment will be made for lump sum (job) costs associated with furnishing the sole source Schweitzer Equipment for the base contract as required in the plans and specifications.

a. Materials only as described in specification section 01 11 10.00 26 SUMMARY OF WORK, Paragraph 1.1, subparagraphs l and m.

2) Unit of measure: Job.

1.2.3 0003 Base Protective Relay Demolition & Installation and all other material

1) Payment will be made for lump sum (job) costs associated with furnishing all other non-sole source materials and equipment and demolition and installation of all equipment (including equipment listed in CLINs 0002 and 0003) for the Base Protective Relay Demolition & Installation as required in the plans and specifications.

SECTION 01 22 00.00 10 Page 2

a. Description of work as described in specification section 01 11

10.00 26 SUMMARY OF WORK, Paragraph 1.1, sub-paragraphs a, b, c, d, e, l, m, n, o, p, and q.

2) Unit of measure: Job.

1.2.4 0004 Option A: Rockwell Equipment Only

1) Payment will be made for lump sum (job) costs associated with furnishing the sole source Rockwell Equipment for Option A as required in the plans and specifications.

a. Materials only as described in specification section 01 11 10.00 26 SUMMARY OF WORK, Paragraph 1.1, subparagraphs r and s.

2) Unit of measure: Job.

1.2.5 0005 Option A: Station Service & Heat & Vent Demolition & Installation and all other material

1) Payment will be made for lump sum (job) costs associated with furnishing all other non-sole source materials and equipment and demolition and installation of all equipment (including equipment listed in CLIN 0005) for the Option A Station Service & Heat & Vent Demolition & Installation as required in the plans and specifications.

a. Description of work as described in specification section 01 11

10.00 26 SUMMARY OF WORK, Paragraph 1.1, subparagraphs f, g, r, and s.

2) Unit of measure: Job.

1.2.6 0006 Option B: Rockwell Equipment Only

1) Payment will be made for lump sum (job) costs associated with furnishing the sole source Rockwell Equipment for Option B as required in the plans and specifications.

a. Materials only as described in specification section 01 11 10.00 26 SUMMARY OF WORK, Paragraph 1.1, subparagraphs t, u, v, and w.

2) Unit of measure: Job.

1.2.7 0007 Option B: Unit Aux Boards Demolition & Installation and all other material

1) Payment will be made for lump sum (job) costs associated with furnishing the sole source Rockwell Equipment & Material Only for option 1 as required in the plans and specifications.

a. Description of work as described in specification section 01 11

10.00 26 SUMMARY OF WORK, Paragraph 1.1, subparagraphs h, i, j, k, t, u, v, and w.

2) Unit of measure: Job.

SECTION 01 22 00.00 10 Page 3

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 10 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Design and Permit Activities

3.3.4 Procurement Activities

3.3.5 Mandatory Tasks

3.3.6 Government Activities

3.3.7 Standard Activity Coding Dictionary

3.3.7.1 Workers Per Day (WRKP)

3.3.7.2 Responsible Party Coding (RESP)

3.3.7.3 Area of Work Coding (AREA)

3.3.7.4 Modification Number (MODF)

3.3.7.5 Bid Item Coding (BIDI)

3.3.7.6 Phase of Work Coding (PHAS)

3.3.7.7 Category of Work Coding (CATW)

3.3.7.8 Feature of Work Coding (FOW)

3.3.8 Contract Milestones and Constraints

3.3.8.1 Project Start Date Milestone and Constraint

3.3.8.2 End Project Finish Milestone and Constraint

3.3.8.3 Interim Completion Dates and Constraints

3.3.8.3.1 Start Phase

3.3.8.3.2 End Phase

3.3.9 Calendars

3.3.10 Open Ended Logic

3.3.11 Default Progress Data Disallowed

3.3.12 Out-of-Sequence Progress

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3.3.13 Added and Deleted Activities

3.3.14 Original Durations

3.3.15 Leads, Lags, and Start to Finish Relationships

3.3.16 Retained Logic

3.3.17 Percent Complete

3.3.18 Remaining Duration

3.3.19 Cost Loading of Closeout Activities

3.3.19.1 As-Built Drawings

3.3.19.2 O & M Manuals

3.3.20 Anticipated Adverse Weather

3.3.21 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

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SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G , AO Preliminary Project Schedule; G , AO Initial Project Schedule; G , AO Periodic Schedule Update; G , AO

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

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PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development.

Subcontractors and suppliers Designers, Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

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3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities shall have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Design and Permit Activities

Include design and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. Provide at a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work.

Also include review and correction periods associated with each item.

3.3.4 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.5 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

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a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion Submission, review and acceptance of design packages.

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

w. Demolition of Panels in Cloverland Electric Cooperative's Magazine St.

Substation -- refer to sheet ED-110.

3.3.6 Government Activities

Show Government and other agency activities that could impact progress.

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These activities include, but are not limited to: approvals, acceptance, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.7 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. All Activity Codes shall be developed and assigned to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.7.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day shall be the average number of workers expected each day to perform a task for the duration of that activity.

3.3.7.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

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b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.7.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.7.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

3.3.7.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.7.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.7.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.7.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the

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Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00.00 10 QUALITY CONTROL. An activity can have only one Feature of Work Code.

3.3.8 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

3.3.8.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

3.3.8.2 End Project Finish Milestone and Constraint

The last activity in the schedule shall be a finish milestone titled "End Project."

The project schedule must be constrained to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.8.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.8.3.1 Start Phase

Use a start milestone as the first activity for a project phase. The start milestone shall be called "Start Phase X" where "X" refers to the phase of work.

3.3.8.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

3.3.9 Calendars

Schedule activities on a Calendar to which the activity logically belongs. Develop calendars to accommodate any contract defined work

SECTION 01 32 01.00 10 Page 9 period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop sSeasonal Calendar(s) and assign to seasonally affected activities as applicable.

If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated days provided in the contract clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. The assignment of the non-work days should be over a seven-day week since weather records are compiled on seven-day weeks, which will cause some of the weather related non-work days to fall on weekends .

3.3.10 Open Ended Logic

Only two open ended activities are allowed: the first activity "NTP Acknowledged" must have no predecessor logic, and the last activity -"End Project" must have no successor logic.

Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's approval.

3.3.11 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failureto document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.

3.3.12 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer.

Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.

3.3.13 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the Contracting Officer. Activity ID and description changes are considered new activities and cannot be changed without Contracting Officer approval.

3.3.14 Original Durations

Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.

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3.3.15 Leads, Lags, and Start to Finish Relationships

Lags must be reasonable as determined by the Government and not used in place of realistic original durations, must not be in place to artificially absorb float, or to replace proper schedule logic.

a. Leads (negative lags) are prohibited.

b. Start to Finish (SF) relationships are prohibited.

3.3.16 Retained Logic

Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress).