TSpecs W912P520R0001 Barkley Intake Crane RTA 5-12-20.pdf

Solicitation No. W912P520R0001

US Army Corps Of Engineers Nashville District

BARKLEY 165 TON INTAKE

AND SPILLWAY GANTRY

CRANE REPLACEMENT

Barkley Power Plant Cumberland River Lyon County, Kentucky

Technical Specifications Certified Ready to Advertise (RTA)

May 2020

THIS PAGE INTENTIONALLY LEFT BLANK

FOR DUPLEX PRINTING

Intake Gantry Crane Replacement Barkley Power Plant W912P520R0001 Kuttawa, Kentucky

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

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 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 95 00 FORMS AND ATTACHMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DECONSTRUCTION

02 82 14 ASBESTOS ABATEMENT WORK

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

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL STEEL WELDING AND FABRICATION

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 26 - ELECTRICAL

26 05 00 BASIC ELECTRICAL MATERIALS AND METHODS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 05 40.17 SELF-LUBRICATED MATERIALS, FABRICATION, HANDLING, AND

ASSEMBLY

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 01 20.71 INTAKE GANTRY CRANE DATA, TESTING AND TRAINING

41 01 20.74 NEW INTAKE GANTRY CRANE MECHANICAL AND STRUCTURAL WORK

41 01 20.75 CRANE APPURTENANCES

41 01 20.76 NEW LIFTING BEAMS AND BELOW THE HOOK DEVICES

41 01 20.77 GANTRY CRANE RAIL REPLACEMENT OPTIONS

41 22 13.18 GANTRY CRANE ELECTRICAL REPLACEMENT

-- 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 GENERAL

1.2 PROJECT LOCATION

1.3 WORKING HOURS

1.3.1 Government's Working Hours

1.3.2 Contractor's Working Hours

1.4 COORDINATION CONFERENCES

1.5 REFERENCES

1.6 PROJECT SIGNS

1.7 CONTRACTOR'S STAGING AREA

1.7.1 Main Traffic Corridor

1.7.2 Access Road

1.8 SANITATION FACILITIES

1.9 UTILITIES

1.9.1 Water

1.9.2 Electricity

1.9.3 Compressed Air

1.9.4 Temporary Utility Connections

1.9.5 Telephone/Internet

1.9.6 Interruptions of Utilities

1.10 SAFE CLEARANCE PROCEDURES

1.11 DAILY CLEANUP AND DISPOSAL

1.12 STORAGE OF EQUIPMENT AND MATERIALS

1.13 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.14 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.15 EVALUATION OF CONTRACTOR PERFORMANCE

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

CONTRACTS

1.17 HAZARDOUS MATERIALS

1.17.1 Lead Based Paints

1.17.2 Asbestos

1.18 MEASUREMENT AND PAYMENT

1.19 CERTIFICATION FOR USE WITH EXISTING RAIL

1.20 COORDINATING WITH OTHERS

1.21 WEATHER DAYS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

ATTACHMENTS:

Attachment 1 Project Identification Sign

Attachment 2 Safety Performance Sign

SECTION 01 00 00 Page 1

Attachment 3 Contractor Performance Assessment Report (CPAR) Form

-- End of Section Table of Contents --

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

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

1.2 PROJECT LOCATION

Barkley Dam is located at river mile 30.6 above the mouth of the Cumberland River in Western Kentucky. The Dam is adjacent to the town of Grand Rivers, KY along State Highway 62. The Dam is comprised of, from west to east, a Western Embankment section, Navigation Lock, 12 Spillway Gates, a Powerhouse, and an Eastern Embankment.

1.3 WORKING HOURS

1.3.1 Government's Working Hours

The working hours of the project staff are 6:30 a.m. - 5:00 p.m., Monday through Thursday.

1.3.2 Contractor's Working Hours

The Contractor's working hours shall be the same as the project staff.

Proposed changes to Contractor working hours which extend past 5:00 p.m.

weekdays, on Friday, on weekends, and Federal holidays or which are different from Government working hours shall be coordinated and approved by the Contracting Officer 30 calendar days in advance. Differing working hours are not guaranteed or warranted by the Government unless explicitly required by the specifications for the Contractor to work additional time beyond normal working hours. Required additional differing work hours is subject to the same requirements as the requested hours, such as coordination and approval. An example, but not limited to, of the required differing hours is during Crane and Unit outages that will require additional shifts.

1.4 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.

SECTION 01 00 00 Page 3

1.5 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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

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

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

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

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

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

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

1.6 PROJECT SIGNS

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

BARKLEY INTAKE CRANE REPLACEMENT

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

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

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

SECTION 01 00 00 Page 4

1.7 CONTRACTOR'S STAGING AREA

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

1.7.1 Main Traffic Corridor

The Contractor shall not utilize or block the main traffic corridor for storage, construction, parking, nor structures. This corridor is approximately 2 lanes wide and proceeds from the main gate to the powerhouse entrance.

1.7.2 Access Road

The Contractor can use the access road to the service bay as needed for construction and access, but shall not use the access road as a storage location, personal vehicle parking, nor non-work hours parking of Contractor vehicles. Parking of Contractor vehicles on the side of the access road, completely off the road, is permitted during work hours only.

If the Contractor intends on using the sides of the access road, the Contractor shall prepare the area with gravel at least 4 inches deep prior to use. The gravel depth shall be maintained such that no damage is caused to the soil beneath the gravel during wet conditions. Prior to completion of the Contract, the Contractor shall remove the gravel and restore the area with top soil and grass as necessary.

1.8 SANITATION FACILITIES

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

1.9 UTILITIES

1.9.1 Water

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

SECTION 01 00 00 Page 5

1.9.2 Electricity

Electric power will be made available to the Contractor from the existing electrical systems and will be supplied without cost to the Contractor.

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

1.9.3 Compressed Air

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

1.9.4 Temporary Utility Connections

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

1.9.5 Telephone/Internet

The Contractor shall be responsible for having the telephone/internet company furnish all telephone/internet service needed by him on the job site. The project telephone/internet system will not be available to the Contractor. Cellular phones are acceptable, but have limited reception at the project site.

1.9.6 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) calendar days prior to date of proposed interruption. The request shall give the following information:

(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.

SECTION 01 00 00 Page 6

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.

1.10 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). The Nashville District Safe Clearance Procedure will be supplied to the Contractor upon request.

1.11 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 cans, dump boxes and other containers shall not be used. Liquid waste shall not be disposed of in existing drains.

1.12 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.

1.13 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.

1.14 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.

SECTION 01 00 00 Page 7

1.15 EVALUATION OF CONTRACTOR PERFORMANCE

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

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

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

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

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

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

CONTRACTS

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

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

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

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

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

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

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

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

f. Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

g. Guide to Hiring Veterans:

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

- guide_to_hiring_veterans_0.pdf

SECTION 01 00 00 Page 8

1.17 HAZARDOUS MATERIALS

1.17.1 Lead Based Paints

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

1.17.2 Asbestos

The crane is suspected to contain asbestos, especially electrical wiring insulation. Refer to Section 02 82 14 ASBESTOS ABATEMENT WORK for further details.

1.18 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.

1.19 CERTIFICATION FOR USE WITH EXISTING RAIL

The Contractor shall verify that existing rail condition will not inhibit the certification of the crane for compliance with OSHA and ASME standards nor issuance of all required warranties. That is, the Contractor shall certify the crane under the appropriate OSHA and ASME safety standards for use with the existing rails. The required warranties shall not be reduced, eliminated, nor impacted in any way due to use of the new crane on the existing rails.

1.20 COORDINATING WITH OTHERS

The Contractor shall be responsible for coordinating with other Contractors onsite to ensure that no conflicts to occur to either project.

The Contractor shall be responsible for coordinating with the railroad company. See SECTION 01 22 00 SUMMARY OF WORK, Paragraph Paducah and Louisville Railroad.

1.21 WEATHER DAYS

The below table contains the anticipated weather days for each calendar month that may impact "weather-sensitive" work activities. These anticipated weather days are included in the Contract Period of Performance. See SECTION 01 32 01 "PROJECT SCHEDULE" for additional details and requirements.

Month Anticipated Weather Days

January 16

February 14

March 14

SECTION 01 00 00 Page 9

April 12

May 12

June 11

July 11

August 10

September 9

October 9

November 11

December 13

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 00 00 Page 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Intake Crane Replacement

1.1.2 Supply of Below the Hook Lifting Devices

1.1.3 Gantry Crane Rail Repair (OPTION)

1.1.4 Existing Crane Deconstruction (OPTION)

1.2 Paducah and Louisville Railway

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Intake Crane Replacement

The work includes complete replacement of the existing 110 ton (multi hoist) gantry crane with a new 165 ton (multi hoist) gantry crane. which includes design, fabrication, painting, testing, delivery, certification and installation. In these Specifications, the word 'provide' means 'furnish and install' (applicable to materials, equipment, products, systems, etc. to be furnished and installed as part of the crane rehabilitation).

1.1.2 Supply of Below the Hook Lifting Devices

The work includes design, fabrication, painting, testing, delivery, certification, and commissioning of the following below the hook lifting devices. The main lifting beam is permanently integrated to the crane and thus is not listed below, but will have all the same requirements as below the hook devices.

1. Spillway Lifting Beam

2. Trash Rack Lifting Beam

3. Clamshell Bucket

4. Debris Container (OPTION)

5. Spillway Maintenance Platform (OPTION)

1.1.3 Gantry Crane Rail Repair (OPTION)

This work includes replacement and alignment of the gantry crane rails with new rails. It also includes replacement of damaged anchors and concrete spall repair.

1.1.4 Existing Crane Deconstruction (OPTION)

This work includes the removal of the existing crane from the face of the dam. This removal will occur after the new crane is fully operational and servicing the powerplant and dam.

1.2 Paducah and Louisville Railway

P&L maintains and operates the railroad on the face of the dam. Any work on the railroad must be coordinated with P&L. Their contact information is listed below.

http://www.palrr.biz/ D. S. (Shane) DeJarnatt Supv. Of Structures Phone: 270-444-4501 Email: dsdejarnatt@palrr.com

SECTION 01 11 00 Page 2

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 3

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 Base Contract Payment Items

1.1.1.1 0001 Mobilization and Demobilization

1.1.1.1.1 0001 Payment

1.1.1.1.2 0001 Unit of Measurement

1.1.1.2 0002 Performance and Payment Bonds

1.1.1.2.1 0002 Payment

1.1.1.2.2 0002 Unit of Measure

1.1.1.3 0003 Fabricate 165 Ton Gantry Crane

1.1.1.3.1 0003 Payment

1.1.1.3.2 0003 Unit of Measure

1.1.1.4 0004 Fabrication of Below the Hook Lifting Devices

1.1.1.4.1 0004 Payment

1.1.1.4.2 0004 Unit of Measure

1.1.1.5 0005 Onsite Installation and Acceptance of Gantry Crane and Lifitng Devices

1.1.1.5.1 0005 Payment

1.1.1.5.2 0005 Unit of Measure

1.1.2 Option 1 - Crane Deconstruction

1.1.2.1 1001 Performance and Payment Bonds

1.1.2.1.1 1001 Payment

1.1.2.1.2 1001 Unit of Measure

1.1.2.2 1002 Mobilization and Demobilization

1.1.2.2.1 1002 Payment

1.1.2.2.2 1002 Unit of Measurement

1.1.2.3 1003 Deconstruction

1.1.2.3.1 1003 Payment

1.1.2.3.2 1003 Unit of Measure

1.1.2.4 1004 Asbestos Remediation

1.1.2.4.1 1004 Payment

1.1.2.4.2 1004 Unit of Measure

1.1.2.5 1005 Lead Remediation

1.1.2.5.1 1005 Payment

1.1.2.5.2 1005 Unit of Measure

1.1.3 Option 2 - Crane Rail

1.1.3.1 2001 Performance and Payment Bonds

1.1.3.1.1 2001 Payment

1.1.3.1.2 2001 Unit of Measure

1.1.3.2 2002 Crane Rail Replacement

1.1.3.2.1 2002 Payment

1.1.3.2.2 2002 Unit of Measure

1.1.4 Option 3 - Debris Container

1.1.4.1 3001 Performance and Payment Bonds

1.1.4.1.1 3001 Payment

1.1.4.1.2 3001 Unit of Measure

1.1.4.2 3002 Fabricate, Paint, Design, Test, and Deliver Debris

SECTION 01 22 00 Page 1

Container

1.1.4.2.1 3002 Payment

1.1.4.2.2 3002 Unit of Measure

1.1.5 Option 4 - Spillway Maintenance Platform

1.1.5.1 4001 Performance and Payment Bonds

1.1.5.1.1 4001 Payment

1.1.5.1.2 4001 Unit of Measure

1.1.5.2 4002 Fabricate, Paint, Design, Test, and Deliver Platform

1.1.5.2.1 4002 Payment

1.1.5.2.2 4002 Unit of Measure

1.1.5.3 4003 Fabricate, Paint, Deliver, Install (2) Dogging Systems for Maintenance Platform

1.1.5.3.1 4003 Payment

1.1.5.3.2 4003 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 required under this contract are listed in the BIDDING SCHEDULE and described below. It covers the cost to replace the Barkley Intake Crane. 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 item most closely associated with the work involved. Payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, equipment, tools, supplies, and incidentals necessary to complete the work, 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 Base Contract Payment Items

1.1.1.1 0001 Mobilization and Demobilization

1.1.1.1.1 0001 Payment

a. Payment will be made for costs associated with mobilization and demobilization of all of the Contractor's plant and equipment, as defined in Contract Clause 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Payment will be made at the single job pay item for "Mobilization and Demobilization".

1. 60 percent of the single job price will be paid upon completion of the Contractor's mobilization at the work site.

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

b. The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in paragraphs (a.) (1.) and (2.) of this section do not bear a reasonable relation to the cost of the work in this contract.

1.1.1.1.2 0001 Unit of Measurement

Unit of measure: Job.

1.1.1.2 0002 Performance and Payment Bonds

1.1.1.2.1 0002 Payment

Payment will be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS. Payment for the

SECTION 01 22 00 Page 3 premiums for performance and payment bonds will be made at the contract price per Job for "Performance and Payment Bonds." The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. Payments made under this provision shall not exceed the amount included for "Performance and Payment Bonds," which payment shall take into consideration any discounts or rebates to the Contractor from the Surety. The Contractor is advised that the pay item "Performance and Payment Bonds" is only for the cost of bonds. Other costs should be allocated to the appropriate payment items.

The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the payment item amount, the contract will be modified to adjust the payment item accordingly. Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

1.1.1.2.2 0002 Unit of Measure

Unit of measure: Job.

1.1.1.3 0003 Fabricate 165 Ton Gantry Crane

Fabricate 165 Ton Gantry Crane work shall be performed as specified.

1.1.1.3.1 0003 Payment

Payment will be made for costs associated with "Fabricate 165 Ton Gantry Crane" which includes full compensation for furnishing all materials, equipment, and labor required to fabricate the crane and crane components that are permanently attached to the crane, such as, but not limtied to, main lifting beam, hoist machinery, machinery housing, and operator cab.

1.1.1.3.2 0003 Unit of Measure

Unit of measure: Job.

1.1.1.4 0004 Fabrication of Below the Hook Lifting Devices

Fabrication of Below the Hook Lifting Devices work shall be performed as specified.

1.1.1.4.1 0004 Payment

Payment will be made for costs associated with "Fabrication of Below the Hook Lifting Devices" which includes full compensation for furnishing all materials, equipment, and labor required to fabricate and all crane components and accessories that are NOT permanently attached to the crane, such as, but not limited to, spillway lifting beam and trash rack lifting beam.

1.1.1.4.2 0004 Unit of Measure

Unit of measure: Job.

1.1.1.5 0005 Onsite Installation and Acceptance of Gantry Crane and Lifitng Devices

Onsite Installation and Acceptance of Gantry Crane and Lifitng Devices work shall be performed as specified.

SECTION 01 22 00 Page 4

1.1.1.5.1 0005 Payment

Payment will be made for costs associated with "Onsite Installation and Acceptance of Gantry Crane and Lifitng Devices" which includes full compensation for furnishing all materials, equipment, and labor required to provide the commissioned crane and lifting devices. Includes, but is not limited to, associated work with keeping the existing crane permanently operational, particularly if the crane deconstruction option is not executed. All miscellaneous work not covered by other CLINs shall be included in this CLIN.

1.1.1.5.2 0005 Unit of Measure

Unit of measure: Job.

1.1.2 Option 1 - Crane Deconstruction

1.1.2.1 1001 Performance and Payment Bonds

1.1.2.1.1 1001 Payment

Payment will be made for the performance and payment bonds that are required as part of Option 1 of this contract. The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the line item amount, the contract will be modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

1.1.2.1.2 1001 Unit of Measure

Unit of measure: Job.

1.1.2.2 1002 Mobilization and Demobilization

1.1.2.2.1 1002 Payment

a. Payment will be made for costs associated with mobilization and demobilization of all of the Contractor's plant and equipment, as defined in Contract Clause 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Payment will be made at the single job pay item for "Mobilization and Demobilization".

1. 60 percent of the single job price will be paid upon completion of the Contractor's mobilization at the work site.

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

b. The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in paragraphs (a.) (1.) and (2.) of this section do not bear a reasonable relation to the cost of the work in this contract.

SECTION 01 22 00 Page 5

1.1.2.2.2 1002 Unit of Measurement

Unit of measure: Job.

1.1.2.3 1003 Deconstruction

Deconstruction work shall be performed as specified.

1.1.2.3.1 1003 Payment

Payment will be made for costs associated with "Demolition and Deconstruction", which includes all materials, equipment, and labor required to demolish and deconstruct the existing equipment as specified.

This payment item only includes demolition for the base contract.

Demolition for equipment under the options shall be covered under the corresponding payment item.

For payment of asbestos abatement, see paragraph "Asbestos Remediation".

For payment of lead paint removal and disposal, see paragraph "Lead remediation".

1.1.2.3.2 1003 Unit of Measure

Unit of measure: Job.

1.1.2.4 1004 Asbestos Remediation

Asbestos abatement work shall be performed as specified. For the purposes of this contract, it is assumed that all wiring inside control cabinets contains asbestos.

1.1.2.4.1 1004 Payment

Payment will be made for costs associated with "Asbestos Remediation," which includes full compensation for furnishing all materials, equipment, and labor required to remove all asbestos containing materials. This will include consideration for all costs associated with bulk sampling, testing, submittal preparation, asbestos work mobilization and demobilization, disposal of ACM, and services of certified asbestos abatement and air monitoring personnel.

1.1.2.4.2 1004 Unit of Measure

Unit of measure: Job.

1.1.2.5 1005 Lead Remediation

Lead abatement work shall be performed as specified.

1.1.2.5.1 1005 Payment

Payment will be made for costs associated with "Lead Remediation," which includes full compensation for furnishing all materials, equipment, and labor required to remove all lead containing materials. This will include consideration for all costs associated with bulk sampling, testing, submittal preparation, lead work mobilization and demobilization, disposal of ACM, and services of certified lead remediation and air monitoring personnel.

SECTION 01 22 00 Page 6

1.1.2.5.2 1005 Unit of Measure

Unit of measure: Job.

1.1.3 Option 2 - Crane Rail

1.1.3.1 2001 Performance and Payment Bonds

1.1.3.1.1 2001 Payment

Payment will be made for the performance and payment bonds that are required as part of Option 2 of this contract. The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the line item amount, the contract will be modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

1.1.3.1.2 2001 Unit of Measure

Unit of measure: Job.

1.1.3.2 2002 Crane Rail Replacement

Crane Rail Replacement work shall be performed as specified.

1.1.3.2.1 2002 Payment

Payment will be made for costs associated with "Crane Rail Replacement", which includes all materials, equipment, and labor required to perform the gantry "Crane Rail Replacement" work as specified. "Rail replacement" constitutes all work required, including, but not limited to, grout removaland rail installation.

1.1.3.2.2 2002 Unit of Measure

Unit of measure: Linear Feet.

1.1.4 Option 3 - Debris Container

1.1.4.1 3001 Performance and Payment Bonds

1.1.4.1.1 3001 Payment

Payment will be made for the performance and payment bonds that are required as part of Option 3 of this contract. The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the line item amount, the contract will be modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

SECTION 01 22 00 Page 7

1.1.4.1.2 3001 Unit of Measure

Unit of measure: Job.

1.1.4.2 3002 Fabricate, Paint, Design, Test, and Deliver Debris Container

Debris container shall be provided as specified.

1.1.4.2.1 3002 Payment

Payment will be for costs associated with "Fabricate, Paint, Design, Test, and Deliver" which includes full compensation for furnishing all materials, equipment, and labor required to Fabricate, Paint, Design, Test, and Deliver.

1.1.4.2.2 3002 Unit of Measure

Unit of measure: Job.

1.1.5 Option 4 - Spillway Maintenance Platform

1.1.5.1 4001 Performance and Payment Bonds

1.1.5.1.1 4001 Payment

Payment will be made for the performance and payment bonds that are required as part of Option 4 of this contract. The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the line item amount, the contract will be modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

1.1.5.1.2 4001 Unit of Measure

Unit of measure: Job.

1.1.5.2 4002 Fabricate, Paint, Design, Test, and Deliver Platform

Fabricate, Paint, Design, Test, and Deliver work for the maintenance platform shall be performed as specified.

1.1.5.2.1 4002 Payment

Payment will be for costs associated with "Fabricate, Paint, Design, Test, and Deliver" which includes full compensation for furnishing all materials, equipment, and labor required to Fabricate, Paint, Design, Test, and Deliver.

1.1.5.2.2 4002 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00 Page 8

1.1.5.3 4003 Fabricate, Paint, Deliver, Install (2) Dogging Systems for Maintenance Platform

Payment will be for costs associated with "Fabricate, Paint, Deliver, Install (2) Dogging Systems for Maintenance Platform" which includes full compensation for furnishing all materials, equipment, and labor required to Fabricate, Paint, Deliver, Install (2) Dogging Systems for Maintenance Platform.

1.1.5.3.1 4003 Payment

Payment will be for costs associated with "Fabricate, Paint, Deliver, Install (2) Dogging Systems for Maintenance Platform" which includes full compensation for furnishing all materials, equipment, and labor required to Fabricate, Paint, Deliver, Install (2) Dogging Systems for Maintenance Platform.

1.1.5.3.2 4003 Unit of Measure

Unit of measure: Job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 22 00 Page 9

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

2.1.1 Government Default Software

2.1.2 Contractor Software

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 International Travel

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 Closeout 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

3.3.13 Added and Deleted Activities

SECTION 01 32 01 Page 1

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 Narrative Report

3.5.2 Schedule Reports

3.5.2.1 Activity Report

3.5.2.2 Logic Report

3.5.2.3 Total Float Report

3.5.2.4 Earnings Report by CLIN

3.5.2.5 Schedule Log

3.5.3 Network Diagram

3.5.3.1 Continuous Flow

3.5.3.2 Project Milestone Dates

3.5.3.3 Critical Path

3.5.3.4 Banding

3.5.3.5 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

3.13 CONTRACT COST BREAKDOWN

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

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

SECTION 01 32 01 Page 3 specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6 version 16.2.

2.1.2 Contractor Software

Scheduling software used by the contractor must be able to meet the requirements of this specification and be compatible with the software used by the government; Primavera P6 version 16.2

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 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).

3.1.1 International Travel

All notifications to the government for scheduled inspections or government travel outside the United States of America require an additional 45 days notice to be added to the original requirement in this specification. Failure to notify the government 45 days plus (original) requirement for international travel will be subject to contractor's responsibility for loss of schedule. Any change of travel dates already within the 45 day window shall require an additional 4 days for notice of change added to the original requirement where international travel is required.

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.

SECTION 01 32 01 Page 4

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.

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 Closeout Activities

Include activities associated with the closeout of the project that take place after the contractor is substantially complete. The contractor shall maintain at least 45 days of time, post substantial completion, to account for all closeout related activities. These activities may include, but are not limited to: Final Punchlist Corrections, Final Walk Through and Acceptance, Preparation and Submission of O&M and As-Builts.

3.3.5 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. Submission, review and acceptance of features require design completion

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

d. Long procurement activities

SECTION 01 32 01 Page 5

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.

3.3.6 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.

3.3.7 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. 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 6

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…