W912P5-16-B-0017_TSpecs.pdf

IFB No. W912P5-16-B-0017

US Army Corps Of Engineers Nashville District

PENSTOCKS AND WATER PASSAGES

REPAIR

Wolf Creek Dam Russell County, Kentucky

Technical Specifications

April 2017

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Penstocks and Water Passages Repair Wolf Creek Dam W912P5-16-B-0017 Russell Co., Kentucky

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 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 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 95 00 FORMS AND ATTACHMENTS

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE

1.2 PRE-BID SITE VISITS

1.3 UNIT OUTAGE SCHEDULE

1.4 CONTRACTOR WORK AREAS

1.5 SITE WORKING HOURS

1.5.1 Government Project Personnel Working Hours

1.5.2 Contractor's Working Hours

1.6 DRAWINGS AND MANUALS

1.7 SUBMITTALS

1.8 COORDINATION CONFERENCES

1.9 PARTNERING

1.10 REFERENCES

1.11 ACCIDENT PREVENTION

1.12 ENVIRONMENTAL PROTECTION

1.13 PROJECT SIGNS

1.14 CONTRACTOR'S MISCELLANEOUS BUILDINGS

1.15 SAFE CLEARANCE PROCEDURES

1.16 DAILY CLEANUP AND DISPOSAL

1.17 STORAGE OF EQUIPMENT AND MATERIALS

1.18 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.19 CARE OF DRAINS

1.20 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.21 TRAFFIC CONTROL

1.22 NOISE CONTROL

1.23 EVALUATION OF CONTRACTOR PERFORMANCE

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

CONTRACTS

1.25 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Contractor Responsibilities

3.1.2 Alterations to Utilities

3.1.3 Interruptions of Utilities

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE

This section of the Specifications provides general information and requirements; work and access restrictions; and required coordination with others. The work covered by these Specifications consists of furnishing all equipment, labor, and materials required for removal of existing paint, surface preparation, and application of new paint at the interior and exterior of the penstock and scroll-case of Units No. 1, 2, 3, 4, 5 and 6 at Wolf Creek Dam and Powerhouse.

1.2 PRE-BID SITE VISITS

A Pre-bid site visit will be held at the project site to provide opportunity to prospective bidders to evaluate site conditions. Additional site visits will not be allowed. Prospective bidders are encouraged to attend the scheduled site visit. See Contract Clause 52.236-27 SITE VISIT, for the scheduled site visit date and details.

1.3 UNIT OUTAGE SCHEDULE

Only one hydropower unit will be permitted to be out of service at a time.

The units listed below are not permitted to be out of service from August 15th to December 15th:

Unit 1 Unit 3 Unit 5

1.4 CONTRACTOR WORK AREAS

The areas shaded and indicated as such on the For Information Only (FIO) drawings are permitted for use by the Contractor. This area generally includes the penstock chamber (Floor El. 539) and the Intake Deck (El. 728) on the upstream face of the dam. Coordination with other Contractors onsite will be required. Access to the powerhouse shall be through the erection bay door. Use of the elevator adjacent to the erection bay is permitted, but coordination with the Government and other Contractors will be required. This elevator is accessed by crossing the platform from the erection bay floor, which is approximately 5 feet wide and includes a 90 degree turn. Fork lifts or other vehicular traffic are not permitted on the platform. The elevator has a 5000 pound capacity. An area between the powerhouse door and the elevator shall be kept clear for moving material/equipment.

1.5 SITE WORKING HOURS

1.5.1 Government Project Personnel Working Hours

The scheduled working hours of the Project staff are Mondays through

SECTION 01 00 00 Page 2

Thursdays from 6:00 a.m. until 4:30 p.m. CST. Fridays, Saturdays, Sundays, and Federal Holidays are non-work days. All Project support required by the Contractor shall be scheduled during the Project staff working hours.

1.5.2 Contractor's Working Hours

The Contractor's normal working hours shall be between 6:00 a.m. and 4:30 p.m. CST, Monday through Thursday. The schedule of work hours, shifts and days of the week shall be coordinated with the Government Quality Assurance Representative (GQAR). Notification of any proposed changes of the schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site shall be coordinated with the GQAR.

1.6 DRAWINGS AND MANUALS

Existing drawings and manuals required for the work will be available for viewing at the Project, during normal project day shift working hours, as described in above paragraph SITE WORKING HOURS. Drawings and manuals shall not be removed from the place of origination.

1.7 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Traffic Control Plan; G

1.8 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.

1.9 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.

At the discretion of each entity, a joint project management team "partnering" conference will be scheduled. The conference will be attended by multiple officers from each organization representing management and the key jobsite staff of each entity. An appointed individual would chair the conference and the Contractor will be responsible to establish its agenda

SECTION 01 00 00 Page 3 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 and accommodations for the conference would be agreed upon by both entities. 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 intermittently.

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

1.10 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)

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

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

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

ER 385-1-31 (2009) The Control of Hazardous Energy

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2009) Manual on Uniform Traffic Control Devices

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.11 ACCIDENT PREVENTION

The Contractor shall comply with all applicable provisions of EM 385-1-1 Safety and Health Requirements Manual and Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS.

1.12 ENVIRONMENTAL PROTECTION

The Contractor shall comply with the contract requirements stated in Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. Contractor shall maintain all work within and outside the project boundaries free from environmental pollution that would be in violation of any federal, state, local regulations or permits.

SECTION 01 00 00 Page 4

1.13 PROJECT SIGNS

a. General. The Contractor shall furnish and erect, within 30 days after issue of the Notice to Proceed, a PROJECT IDENTIFICATION SIGN and a SAFETY PERFORMANCE SIGN at the location directed. 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 attached at the end of Section 01 95 00 FORMS AND ATTACHMENTS. The name of the project shall be as follows:

PENSTOCKS AND WATER PASSAGES REPAIR

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 out 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.

1.14 CONTRACTOR'S MISCELLANEOUS BUILDINGS

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.

1.15 SAFE CLEARANCE PROCEDURES

Project personnel use A Safe Clearance System, as stated in ER 385-1-31 and amended by the Nashville District to ensure continuity of service and safety to personnel and equipment. Any work performed which requires taking the Project's operating equipment out of service will be done only after a formal clearance is obtained by the Contracting Officer with 48-hour minimum notice. Contractor personnel shall not violate clearance.

Any violation of Safe Clearance Procedures will be grounds for removal of the offender(s). Up to five copies of the Nashville District Safe Clearance Procedure will be supplied to the Contractor upon request.

1.16 DAILY CLEANUP AND DISPOSAL

Work areas shall be kept reasonably neat on a daily basis. Debris resulting from the work, such as empty paint cans, packing cases, scrap lumber, oil and grease spills, and other debris shall be collected, removed, and disposed of off-site at least once per week. Government trash

SECTION 01 00 00 Page 5 cans, dump boxes and other containers shall not be used. Liquid waste shall not be disposed of in existing drains.

1.17 STORAGE OF EQUIPMENT AND MATERIALS

Storage of equipment and materials will be permitted only in designated staging areas. A minimum access space of three feet shall be maintained between the Contractor's stored items and existing facility equipment.

1.18 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Existing facilities shall be protected whether or not shown on the drawings. Upon completion of the work, existing facilities, not included as a portion of the work, shall be left in a condition equal to the original condition prior to the contract. Costs for repair and restoration of any facilities shall be considered to be incidental to and included in the contract price.

1.19 CARE OF DRAINS

Existing facility floor drains including the unwatering drains and transformer cell drains shall not be used for disposal of any solid material and or any liquids other than clear water. The Contractor shall clean Contractor-obstructed drains. Costs incurred in the cleaning and clearing of plugged drains shall be borne by the Contractor.

1.20 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor shall coordinate as necessary.

1.21 TRAFFIC CONTROL

a. Provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval. The plan must be in accordance with State and local regulations and the MUTCD, Part VI. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

SECTION 01 00 00 Page 6

1.22 NOISE CONTROL

Noise control and noise levels shall conform to requirements set forth in the appropriate regulations, including EM 385-1-1, Section 05.C, 29 CFR 1910.95, 29 CFR 1926.52 and 29 CFR 1926.101. The most stringent requirement shall govern.

1.23 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 attached at the end of Section

01 95 00 FORMS AND ATTACHMENTS.

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 shall 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.

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

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 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:

Federal Veteran employment information at:

http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance:

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

Department of Veterans Affairs-VOW to Hire Heroes Act:

http://benefits.va.gov/vow/

Army Wounded Warrior Program:

http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material:

http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_t

SECTION 01 00 00 Page 7

1.25 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.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Contractor Responsibilities

a. The Contractor shall be responsible for the availability of utilities for use on the project. Raw water is available with no charge on the dam. The contractor shall supply any other utilities needed at his cost. The Contractor shall carefully conserve any utilities furnished without charge.

b. The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, and associated paraphernalia.

c. The Contractor is responsible for providing drinking water facilities for all personnel associated with this contract.

3.1.2 Alterations to Utilities

a. Where changes and relocations of utility lines are noted to be performed by others, the Contractor shall give the Contracting Officer at least thirty (30) days written notice in advance of the time that the change or relocation is required. In the event that, after the expiration of thirty (30) days after the receipt of such notice by the Contracting Officer, such utility lines have not been changed or relocated and delay is occasioned to the completion of the work under this contract, the Contractor will be entitled to a time extension equal to the period of time lost by the Contractor after the expiration of said thirty (30) day period. Any modification to existing or relocated lines required as a result of the Contractor's method of operation shall be made wholly at the Contractor's expense and no additional time will be allowed for delays incurred by such modifications.

b. Separate payment will not be made for alterations or relocations of utilities.

3.1.3 Interruptions of Utilities

a. No utility services shall be interrupted by the Contractor to make connections, to relocate, or for any purpose without approval of the Contracting Officer.

b. Request for Permission to shut down services shall be submitted in writing to the Contracting Officer not less than seventeen (17) days prior to date of proposed interruption. The request shall give the following information:

SECTION 01 00 00 Page 8

(1) Nature of Utility (Gas, L.P. or H.P., Water, etc.)

(2) Size of line and location of shutoff.

(3) Buildings and services affected.

(4) Hours and date of shutoff.

(5) Estimated length of time services will be interrupted.

c. Services shall not be shutoff until receipt of approval of the proposed hours and date from the Contracting Officer.

d. Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or on non-work days of the Using Agency.

e. Operation of valves on water mains will be by Government personnel.

Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay or to restore service without delay in event of emergency.

-- End of Section --

SECTION 01 00 00 Page 9

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Paint Interior Steel Surfaces - Unit 1 Penstock

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Paint Interior Steel Surfaces - Unit 1 Scroll Case

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Paint Exterior Steel Surfaces - Unit 1

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Additional Paint Interior Steel Surfaces - Unit 1

1.1.5.1 Payment

1.1.5.2 Measurement

1.1.5.3 Unit of Measure

1.1.6 Paint Interior Steel Surfaces - Unit 2 Penstock

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 Paint Interior Steel Surfaces - Unit 2 Scroll Case

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.8 Paint Exterior Steel Surfaces - Unit 2

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 Additional Paint Interior Steel Surfaces - Unit 2

1.1.9.1 Payment

1.1.9.2 Measurement

1.1.9.3 Unit of Measure

1.1.10 Paint Interior Steel Surfaces - Unit 3 Penstock

1.1.10.1 Payment

1.1.10.2 Unit of Measure

1.1.11 Paint Interior Steel Surfaces - Unit 3 Scroll Case

1.1.11.1 Payment

1.1.11.2 Unit of Measure

1.1.12 Paint Exterior Steel Surfaces - Unit 3

1.1.12.1 Payment

1.1.12.2 Unit of Measure

1.1.13 Additional Paint Interior Steel Surfaces - Unit 3

1.1.13.1 Payment

1.1.13.2 Measurement

1.1.13.3 Unit of Measure

1.1.14 Paint Interior Steel Surfaces - Unit 4 Penstock

SECTION 01 22 00 Page 1

1.1.14.1 Payment

1.1.14.2 Unit of Measure

1.1.15 Paint Interior Steel Surfaces - Unit 4 Scroll Case

1.1.15.1 Payment

1.1.15.2 Unit of Measure

1.1.16 Paint Exterior Steel Surfaces - Unit 4

1.1.16.1 Payment

1.1.16.2 Unit of Measure

1.1.17 Additional Paint Interior Steel Surfaces - Unit 4

1.1.17.1 Payment

1.1.17.2 Measurement

1.1.17.3 Unit of Measure

1.1.18 Paint Interior Steel Surfaces - Unit 5 Penstock

1.1.18.1 Payment

1.1.18.2 Unit of Measure

1.1.19 Paint Interior Steel Surfaces - Unit 5 Scroll Case

1.1.19.1 Payment

1.1.19.2 Unit of Measure

1.1.20 Paint Exterior Steel Surfaces - Unit 5 Penstock

1.1.20.1 Payment

1.1.20.2 Unit of Measure

1.1.21 Additional Paint Interior Steel Surfaces - Unit 5

1.1.21.1 Payment

1.1.21.2 Measurement

1.1.21.3 Unit of Measure

1.1.22 Paint Interior Steel Surfaces - Unit 6 Penstock

1.1.22.1 Payment

1.1.22.2 Unit of Measure

1.1.23 Paint Interior Steel Surfaces - Unit 6 Scroll Case

1.1.23.1 Payment

1.1.23.2 Unit of Measure

1.1.24 Paint Exterior Steel Surfaces - Unit 6

1.1.24.1 Payment

1.1.24.2 Unit of Measure

1.1.25 Additional Paint Interior Steel Surfaces - Unit 6

1.1.25.1 Payment

1.1.25.2 Measurement

1.1.25.3 Unit of Measure

1.1.26 Repair of Cracks in Welds or Base Metal

1.1.26.1 Payment

1.1.26.2 Measurement

1.1.26.3 Unit of Measure

1.1.27 Repair of Pits in Base Metal of Interior Surfaces

1.1.27.1 Payment

1.1.27.2 Measurement

1.1.27.3 Unit of Measure

1.1.28 Test Plate Fabrication and Painting

1.1.28.1 Payment

1.1.28.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00 Page 2

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 PAYMENT ITEMS

Payment items for the work of this contract 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 payment item, shall be included in the listed payment item most closely associated with the work involved. The 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.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clause 252.236-7004 PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

60 percent of the price for this payment item will be paid upon completion of the Contractor's mobilization at the work site.

The remaining 40 percent will be paid upon completion of demobilization.

Payment will include costs associated with: bonds, construction of plant(s), rental equipment, material, computers, office trailers, and supporting expenditures to establish access roads, trailer courts, disposal areas and other site development needed for the job prior to the start of construction. The Contractor shall provide supporting documentation for payment of each item and shall not receive payment until the Contracting Officer has receipts to prove that payment for all items claimed have been validated. All construction plant, material, equipment, and the mobilization and demobilization work shall be performed and determined to be suitable for efficiency in performing the work before payment is made.

The total amount paid will not exceed the contract bid amount for this item.

1.1.1.2 Unit of Measure

Unit of measure: Job.

1.1.2 Paint Interior Steel Surfaces - Unit 1 Penstock

1.1.2.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 1 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as

SECTION 01 22 00 Page 3 specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.2.2 Unit of Measure

Unit of measure: Job.

1.1.3 Paint Interior Steel Surfaces - Unit 1 Scroll Case

1.1.3.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 1 scroll case, scroll case access door, stay ring, and stay vanes, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.3.2 Unit of Measure

Unit of measure: Job.

1.1.4 Paint Exterior Steel Surfaces - Unit 1

1.1.4.1 Payment

Payment will be made for costs associated with blast cleaning and painting of exterior steel surfaces of Unit 1 penstock, penstock drain, and scroll case and draft tube access doors, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings.

1.1.4.2 Unit of Measure

Unit of measure: Job.

1.1.5 Additional Paint Interior Steel Surfaces - Unit 1

1.1.5.1 Payment

Payment will be made for costs associated with additional blast cleaning and painting of interior steel surfaces of Unit 1 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.5.2 Measurement

Additional blast cleaning and painting of interior steel surfaces of Unit 1 penstock, as directed by the Contracting Officer, will be measured for payment on the basis of square feet of additional surface areas satisfactorily completed.

1.1.5.3 Unit of Measure

Unit of measure: per Square Foot (SF).

SECTION 01 22 00 Page 4

1.1.6 Paint Interior Steel Surfaces - Unit 2 Penstock

1.1.6.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 2 penstock, penstock drain, and scroll case and draft tube access doors, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.6.2 Unit of Measure

Unit of measure: Job.

1.1.7 Paint Interior Steel Surfaces - Unit 2 Scroll Case

1.1.7.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 2 scroll case, scroll case access door, stay ring, and stay vanes, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.7.2 Unit of Measure

Unit of measure: Job.

1.1.8 Paint Exterior Steel Surfaces - Unit 2

1.1.8.1 Payment

Payment will be made for costs associated with blast cleaning and painting of exterior steel surfaces of Unit 2 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings.

1.1.8.2 Unit of Measure

Unit of measure: Job.

1.1.9 Additional Paint Interior Steel Surfaces - Unit 2

1.1.9.1 Payment

Payment will be made for costs associated with additional blast cleaning and painting of interior steel surfaces of Unit 2 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.9.2 Measurement

Additional blast cleaning and painting of interior steel surfaces of Unit 2 penstock, as directed by the Contracting Officer, will be measured for payment on the basis of square feet of additional surface areas satisfactorily completed.

SECTION 01 22 00 Page 5

1.1.9.3 Unit of Measure

Unit of measure: per Square Foot (SF).

1.1.10 Paint Interior Steel Surfaces - Unit 3 Penstock

1.1.10.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 3 penstock, penstock drain, and scroll case and draft tube access doors, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.10.2 Unit of Measure

Unit of measure: Job.

1.1.11 Paint Interior Steel Surfaces - Unit 3 Scroll Case

1.1.11.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 3 scroll case, scroll case access door, stay ring, and stay vanes, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.11.2 Unit of Measure

Unit of measure: Job.

1.1.12 Paint Exterior Steel Surfaces - Unit 3

1.1.12.1 Payment

Payment will be made for costs associated with blast cleaning and painting of exterior steel surfaces of Unit 3 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings.

1.1.12.2 Unit of Measure

Unit of measure: Job.

1.1.13 Additional Paint Interior Steel Surfaces - Unit 3

1.1.13.1 Payment

Payment will be made for costs associated with additional blast cleaning and painting of interior steel surfaces of Unit 3 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

SECTION 01 22 00 Page 6

1.1.13.2 Measurement

Additional blast cleaning and painting of interior steel surfaces of Unit 3 penstock, as directed by the Contracting Officer, will be measured for payment on the basis of square feet of additional surface areas satisfactorily completed.

1.1.13.3 Unit of Measure

Unit of measure: per Square Foot (SF).

1.1.14 Paint Interior Steel Surfaces - Unit 4 Penstock

1.1.14.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 4 penstock, penstock drain, and scroll case and draft tube access doors, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.14.2 Unit of Measure

Unit of measure: Job.

1.1.15 Paint Interior Steel Surfaces - Unit 4 Scroll Case

1.1.15.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 4 scroll case, scroll case access door, stay ring, and stay vanes, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.15.2 Unit of Measure

Unit of measure: Job.

1.1.16 Paint Exterior Steel Surfaces - Unit 4

1.1.16.1 Payment

Payment will be made for costs associated with blast cleaning and painting of exterior steel surfaces of Unit 4 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings.

1.1.16.2 Unit of Measure

Unit of measure: Job.

1.1.17 Additional Paint Interior Steel Surfaces - Unit 4

1.1.17.1 Payment

Payment will be made for costs associated with additional blast cleaning

SECTION 01 22 00 Page 7 and painting of interior steel surfaces of Unit 4 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.17.2 Measurement

Additional blast cleaning and painting of interior steel surfaces of Unit 4 penstock, as directed by the Contracting Officer, will be measured for payment on the basis of square feet of additional surface areas satisfactorily completed.

1.1.17.3 Unit of Measure

Unit of measure: per Square Foot (SF).

1.1.18 Paint Interior Steel Surfaces - Unit 5 Penstock

1.1.18.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 5 penstock, penstock drain, and scroll case and draft tube access doors, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.18.2 Unit of Measure

Unit of measure: Job.

1.1.19 Paint Interior Steel Surfaces - Unit 5 Scroll Case

1.1.19.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 5 scroll case, scroll case access door, stay ring, and stay vanes, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.19.2 Unit of Measure

Unit of measure: Job.

1.1.20 Paint Exterior Steel Surfaces - Unit 5 Penstock

1.1.20.1 Payment

Payment will be made for costs associated with blast cleaning and painting of exterior steel surfaces of Unit 5 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings.

1.1.20.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00 Page 8

1.1.21 Additional Paint Interior Steel Surfaces - Unit 5

1.1.21.1 Payment

Payment will be made for costs associated with additional blast cleaning and painting of interior steel surfaces of Unit 5 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.21.2 Measurement

Additional blast cleaning and painting of interior steel surfaces of Unit 5 penstock, as directed by the Contracting Officer, will be measured for payment on the basis of square feet of additional surface areas satisfactorily completed.

1.1.21.3 Unit of Measure

Unit of measure: per Square Foot (SF).

1.1.22 Paint Interior Steel Surfaces - Unit 6 Penstock

1.1.22.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 6 penstock, penstock drain, and scroll case and draft tube access doors, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.22.2 Unit of Measure

Unit of measure: Job.

1.1.23 Paint Interior Steel Surfaces - Unit 6 Scroll Case

1.1.23.1 Payment

Payment will be made for costs associated with blast cleaning and painting of interior steel surfaces of Unit 6 scroll case, scroll case access door, stay ring, and stay vanes, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.23.2 Unit of Measure

Unit of measure: Job.

1.1.24 Paint Exterior Steel Surfaces - Unit 6

1.1.24.1 Payment

Payment will be made for costs associated with blast cleaning and painting of exterior steel surfaces of Unit 6 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings.

SECTION 01 22 00 Page 9

1.1.24.2 Unit of Measure

Unit of measure: Job.

1.1.25 Additional Paint Interior Steel Surfaces - Unit 6

1.1.25.1 Payment

Payment will be made for costs associated with additional blast cleaning and painting of interior steel surfaces of Unit 6 penstock, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein and as indicated on the drawings. Control of water is incidental to painting operations.

1.1.25.2 Measurement

Additional blast cleaning and painting of interior steel surfaces of Unit 6 penstock, as directed by the Contracting Officer, will be measured for payment on the basis of square feet of additional surface areas satisfactorily completed.

1.1.25.3 Unit of Measure

Unit of measure: per Square Foot (SF).

1.1.26 Repair of Cracks in Welds or Base Metal

1.1.26.1 Payment

Payment will be made for costs associated with repairing cracks identified during the visual inspection performed by the Contractor and approved by the Government, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein.

1.1.26.2 Measurement

Repair of cracks, as directed by the Contracting Officer, will be measured for payment on the basis of linear inch of crack successfully repaired.

1.1.26.3 Unit of Measure

Unit of measure: per Linear Inch (Inch).

1.1.27 Repair of Pits in Base Metal of Interior Surfaces

1.1.27.1 Payment

Payment will be made for costs associated with repairing pits identified during the visual inspection performed by the Contractor and approved by the Government, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein.

1.1.27.2 Measurement

Repair of pits, as directed by the Contracting Officer, will be measured for payment on the basis of each pit successfully repaired.

SECTION 01 22 00 Page 10

1.1.27.3 Unit of Measure

Unit of measure: per each (EA).

1.1.28 Test Plate Fabrication and Painting

1.1.28.1 Payment

Payment will be made for costs associated with fabricating and painting repairing, including all labor, equipment, tools, and incidentals necessary to complete the work as specified herein.

1.1.28.2 Unit of Measure

Unit of measure: Job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 22 00 Page 11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

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 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

SECTION 01 32 01 Page 1

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Anticipated Adverse Weather

3.3.20 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

SECTION 01 32 01 Page 2

SECTION 01 32 01

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

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

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.

PART 2 PRODUCTS

2.1 SOFTWARE

Use Primavera P6 version 7.0 or later as the scheduling software to produce and update the schedules required herein.

SECTION 01 32 01 Page 3

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein. 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 is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. 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.

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 may have Original Durations (OD) greater than 20 work days or 30 calendar days.

SECTION 01 32 01 Page 4

3.3.3 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.

3.3.4 Mandatory Tasks

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

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

b. Long procurement activities

c. Submission and approval of O & M manuals.

d. Submission and approval of as-built drawings.

e. Controls testing plan submission.

f. Controls testing.

g. Performance Verification testing.

h. Other systems testing, if required.

i. Contractor's pre-final inspection.

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

k. Government's pre-final inspection.

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

m. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

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

3.3.6 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. Develop and assign all Activity Codes 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:

SECTION 01 32 01 Page 5

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.

3.3.6.1 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 is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 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.

b. Activities cannot have more than…