W912P519B0014_TSpec.pdf

US Army Corps Of Engineers Nashville District

Lock Electrical System and Raw Water Rehabilitation

Chickamauga Lock (60’ x 360’) Tennessee River Hamilton County, Tennessee

Technical Specifications

RTA - Certified Final

August 2019

Solicitation No. W912P519B0014

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FOR DUPLEX PRINTING

Lock Electrical and Raw Water Rehabilitation Chickamauga Lock (60'x360') W912P519B0014_RTA Hamilton County, Tennessee

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 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 95 00 FORMS AND ATTACHMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 22 - PLUMBING

22 00 00 LOCK PIPING REPLACEMENT (OPTION)

DIVISION 26 - ELECTRICAL

26 05 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19 INSULATED WIRE AND CABLE

26 05 36 CABLE TRAY FOR ELECTRICAL SYSTEMS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Lock Electrical and Raw Water Rehabilitation Chickamauga Lock

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

1.2 REFERENCES

1.3 MEASUREMENT AND PAYMENT

1.4 COORDINATION WITH OTHER CONTRACTORS

1.5 COORDINATION CONFERENCES

1.6 PROJECT SIGNS

1.6.1 General

1.6.2 Materials

1.6.3 Painting

1.6.4 Erection and Maintenance

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

1.7.2 Superintendent Qualifications

1.7.2.1 Duties

1.8 LOCK CLOSURE REQUIREMENTS

1.9 EVALUATION OF CONTRACTOR PERFORMANCE

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

CONTRACTS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

All work shall be completed as specified, detailed and/or in strict accordance with all terms, conditions, general, specific and technical provisions, contained herein or incorporated by reference. Incorporation by reference shall include any and all mandatory provisions required by the Federal Acquisition Regulation (FAR) whether it is referenced or not referenced, current at time of award.

1.2 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.

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 380-1-18 (1996) Technology Transfer, Disclosure of Information and Contacts with Foreign Representatives

ER 415-1-17 (2012) Construction Contractor Performance Evaluations

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

29 CFR 1926.59 Hazard Communication

1.3 MEASUREMENT AND PAYMENT

Measurement and payment shall be made as specified in Section 01 22 00

PRICE AND PAYMENT PROCEDURES.

1.4 COORDINATION WITH OTHER CONTRACTORS

Coordination with other Contractors in the area will be required. The Contractor has primary responsibility to initiate the coordination and communication in a timely manner with the Contracting Officer to schedule

SECTION 01 00 00 Page 2 activities of others and minimize or eliminate conflicts with others. The Contracting Officer will then determine the appropriate course of communicating with the others involved. In many cases, the Contracting Officer may determine that the Contractor should communicate directly with others while ensuring the Contracting Officer is timely informed of the decisions of the communications or actively involved in the communications.

A contract for a new lock chamber was awarded in 2017, and construction will be ongoing for the life of this contract. The Contractor may not impact the progress of the Lock Chamber contract. Coordination with these contractors will be required throughout this contract. The Lock Chamber contract is anticipated to be utilizing a system of large cranes and a concrete conveyance system as shown in reference drawings C-S-SK-001 and C-S-SK-001B. The work being performed by the Lock Chamber contract is considered to be a limiting factor in the means and methods avaiable to the execution of this contract work. Special attention is required to ensure that all activities, especially those involving work with and around lifting equipment, meet the requirements for safety as directed in EM 385-1-1.

1.5 COORDINATION CONFERENCES

Routine coordination conferences will be scheduled by the Contracting Officer throughout the life of this contract. 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. Similar information concerning replacement personnel shall be forwarded to the Contracting Officer, should any replacement be required at any time during the life of this contract. Coordination conferences will be scheduled to occur as mutually agreed by the Contractor and by the Contracting Officer, but at a minimum, shall be held monthly.

1.6 PROJECT SIGNS

1.6.1 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 locations directed at the jobsite. The signs shall be lettered on one side only and shall conform to the requirements of EP 310-1-6a (Section 16), EP 310-1-6b, and to the details and colors shown on the sketches included in Section 01 95 00 FORMS AND ATTACHMENTS. The name of the project shall be as follows:

CHICKAMAUGA LOCK

ELECTRICAL AND RAW WATER REHABILITATION

1.6.2 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.

1.6.3 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.

SECTION 01 00 00 Page 3

1.6.4 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.

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.7.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.7.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.8 LOCK CLOSURE REQUIREMENTS

The total number of lock closure days during the Contract shall not exceed 30 days. Notification of scheduled lock closures may overlap as long as the lock closures follow the restrictions noted. The Contractor is encouraged to issue notification for all lock closures as soon as practicable in addition to the required minimum days stated. The Contractor's schedule shall explicitly include all lock closures.

Only one lock closure, of continuous 30-day outage, shall be allowed. This lock closure requires no less than 60 days notice and shall be not be rescheduled or extended, unless approved by the COR. The lock shall not be authorized for another closure for the 7 days immediately following the 30-day continuous closure. The lock must be fully operational prior to the end of any scheduled closure.

SECTION 01 00 00 Page 4

The COR may authorize additional closures at their discretion, but are not guaranteed nor warranted. No other closure may exceed 7 days. All other closures exceeding 4 hours shall require at least 30 days notice.

The maximum lock closure without notice is 4 hours, but shall require prior coordination with lock Operator to ensure minimal effect to scheduled lock traffic during that time.

1.9 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 in Appendix A - 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.

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

In addition to complying with the requirements outlined in FAR Part 22.13 EQUAL OPPORTUNITY FOR VETERANS, FAR Clause 52.222-35 EQUAL OPPORTUNITY FOR VETERANS, FAR Clause 52.222-37 EMPLOYEMENT REPORT ON VETERANS, DFARS 222.13 EQUAL OPPORTUNITY FOR 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:

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/

SECTION 01 00 00 Page 5

Guide to Hiring Veterans - Reference Material:

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

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 00 00 Page 6

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 Project Description

1.1.2 Location

1.2 OCCUPANCY OF PREMISES

1.3 EXISTING WORK

1.4 LOCATION OF UNDERGROUND UTILITIES

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 Project Description

The scope of work for this contract consists of the Conractor furnishing all supervision, engineering, labor, materials, and equipment to perform the following work in strict accordance with the detailed requirements of the specifications and drawings:

a. Design a cable tray and conduit system to reroute wiring embedded in the lock walls to the exterior of the lock walls. New routing shall not intefere with any future equipment installed for the new lock, such as, but not limited to, stairs and bridges. Field verify all the existing wiring that will be replaced. Only lighting associated with the valve/gate pits wil be covered in this project.

b. Replace all the wiring in the crossover, between manholes C1 and C2, and manholes C3 and C4.

c. Replace the existing upstream and downstream control consoles.

d. (OPTION) Replace-in-kind, as described in 22 00 00 LOCK PIPING REPLACEMENT, the exposed raw water and gate spray piping and fittings on the exterior of the lock walls, interior of old storage building, interior of the cable tunnels, and as noted on the drawings. In general, if the line is exposed, that is not buried or embedded, it is to be replaced; see drawings for additional detail. Reroute compressed air, raw water and gate spray lines to avoid inteference with any future equipment installed for the new lock, such as, but not limited to, stairs and bridges. Relocation may require additional concrete penetrations; no longer used penetrations shall be sealed. Compressed air lines are to be reused as much as possible and is considered incidental to the water line work.

e. (OPTION) Replace all pipe support anchors inside cable tunnels.

Replace other pipe support anchors as required by condition, as described in 22 00 00, of anchors and/or surrounding concrete. Replace pipe supports as required in that same spec section.

f. Perform utility location effort as to avoid interference with existing features that are not within the scope of this Contract for replacement and/or removal. The Contractor is to coordinate directly with TVA to obtain all necessary drilling, chipping, and excavation permits to accomplish the requirements of this Contract.

1.1.2 Location

The work is located at the following address;

Chickamauga Lock

SECTION 01 11 00 Page 2

5400 Lake Resort Drive Chattanooga, Tennessee 37415

1.2 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer's Representative (COR) a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.3 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Comply with Installation requirements for locating and marking underground utilities. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered in locations to be traversed by piping and other work to be conducted or installed.

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 0001 Mobilization and Demobilization - General

1.1.1.1 0001 Payment

1.1.1.2 0001 Unit of Measurement

1.1.2 0002 Performance and Payment Bonds

1.1.2.1 0002 Payment

1.1.2.2 0002 Unit of Measure

1.1.3 Not Used

1.1.4 0003 Demolition and Installation of the Upstream and Down

Control Consoles

1.1.4.1 0003 Payment

1.1.4.2 0003 Unit of Measure

1.1.5 0004 Installation of the Landwall Cable Tray, Conduit, and

Wiring

1.1.5.1 0004 Payment

1.1.5.2 0004 Unit of Measure

1.1.6 0005 Installation of the Riverwall Cable Tray and Wiring

1.1.6.1 0005 Payment

1.1.6.2 0005 Unit of Measure

1.1.7 0006 Riverwall Utility Catwalk

1.1.7.1 0006 Payment

1.1.7.2 0006 Unit of Measurement

1.1.8 0007 Demolition and Installation of the Crossover Wiring

1.1.8.1 0007 Payment

1.1.8.2 0007 Unit of Measure

1.1.9 Not Used

1.1.10 0008 Start-Up and Commissioning Services

1.1.10.1 0008 Payment

1.1.10.2 0008 Unit of Measure

1.1.11 0009 Operation and Maintenance Manuals

1.1.11.1 0009 Payment

1.1.11.2 0009 Unit of Measure

1.1.12 0010 Training Services

1.1.12.1 0010 Payment

1.1.12.2 0010 Unit of Measure

1.1.13 Option 1 - Raw Water Piping

1.1.13.1 1001 Performance and Payment Bonds

1.1.13.1.1 1001 Payment

1.1.13.1.2 1001 Unit of Measure

1.1.13.2 1002 Mobilization and Demobilization - Piping

1.1.13.2.1 1002 Payment

1.1.13.2.2 1002 Unit of Measure

1.1.13.3 1003 Demolition and Installation of Raw Water Piping

1.1.13.3.1 1003 Payment

SECTION 01 22 00 Page 1

1.1.13.3.2 1003 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

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 SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular payment item, are included in the listed job item most closely associated with the work involved. The price and payment made for each item listed constitutes 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 0001 Mobilization and Demobilization - General

1.1.1.1 0001 Payment

a. The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the single job price for this item.

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. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of -

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization;

and

(iii) The remainder of this item in the final payment under this contract.

2. The Contracting Officer's determination of the actual costs in paragraph (b.)(1.) of this section is not subject to appeal.

SECTION 01 22 00 Page 3

1.1.1.2 0001 Unit of Measurement

Unit of measure: Job.

1.1.2 0002 Performance and Payment Bonds

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 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.

1.1.2.2 0002 Unit of Measure

Unit of measure: Job.

1.1.3 Not Used

1.1.4 0003 Demolition and Installation of the Upstream and Downstream Control Consoles

1.1.4.1 0003 Payment

Payment will be made for costs associated with the demolition and installation of the upstream and downstream control consoles as specified.

Payment will be made at the contract price per Job for "Demolition and Installation of the Upstream and Downstream Control Consoles."

1.1.4.2 0003 Unit of Measure

Unit of measure: Job.

1.1.5 0004 Installation of the Landwall Cable Tray, Conduit, and Wiring

1.1.5.1 0004 Payment

Payment will be made for costs associated with the installation of the landwall cable tray, conduit, and wiring as specified and shown in the drawings to include the design, fabrication, and installation of all required supports and associated conduit bridge. Payment will be made at the contract price per Job for "Installation of the Landwall Cable Tray, Conduit, and Wiring."

1.1.5.2 0004 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00 Page 4

1.1.6 0005 Installation of the Riverwall Cable Tray and Wiring

1.1.6.1 0005 Payment

Payment will be made for costs associated with the installation of the riverwall cable tray and wiring as specified and shown in the drawings to include the design, fabrication, and installation of all required supports. Payment will be made at the contract price per Job for "Installation of the Riverwall Cable Tray and Wiring."

1.1.6.2 0005 Unit of Measure

Unit of measure: Job.

1.1.7 0006 Riverwall Utility Catwalk

1.1.7.1 0006 Payment

Payment for all work relating to the design, fabrication, and installation of the catwalk support system and access along the outside of the lock riverwall will be made at the single job price for RIVERWALL UTILITY CATWALK. This price shall be full compensation for furnishing all plant, labor, materials, and supplies to complete the work in accordance with the contract drawings and as specified.

1.1.7.2 0006 Unit of Measurement

Unit of measurement: Job.

1.1.8 0007 Demolition and Installation of the Crossover Wiring

1.1.8.1 0007 Payment

Payment will be made for costs associated with the demolition and installation of the crossover wiring as specified. Payment will be made at the contract price per Job for "Demolition and Installation of the Crossover Wiring."

1.1.8.2 0007 Unit of Measure

Unit of measure: Job.

1.1.9 Not Used

1.1.10 0008 Start-Up and Commissioning Services

1.1.10.1 0008 Payment

Payment will be made for costs associated with the star-up and commissioning services as specified. Payment will be made at the contract price per Job for "Start-Up and Commissioning Services."

1.1.10.2 0008 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00 Page 5

1.1.11 0009 Operation and Maintenance Manuals

1.1.11.1 0009 Payment

Payment will be made for costs associated with the operation and maintenance manuals as specified. Payment will be made at the contract price per Job for "Operation and Maintenance Manuals."

1.1.11.2 0009 Unit of Measure

Unit of measure: Job.

1.1.12 0010 Training Services

1.1.12.1 0010 Payment

Payment will be made for costs associated with the training services as specified. Payment will be made at the contract price per Job for "Training Services."

1.1.12.2 0010 Unit of Measure

Unit of measure: Job.

1.1.13 Option 1 - Raw Water Piping

1.1.13.1 1001 Performance and Payment Bonds

1.1.13.1.1 1001 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 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.

1.1.13.1.2 1001 Unit of Measure

Unit of Measure: Job.

1.1.13.2 1002 Mobilization and Demobilization - Piping

1.1.13.2.1 1002 Payment

a. The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the single job price for this item.

SECTION 01 22 00 Page 6

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. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of -

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization; and

(iii) The remainder of this item in the final payment under this contract.

2. The Contracting Officer's determination of the actual costs in paragraph (b.)(1.) of this section is not subject to appeal.

1.1.13.2.2 1002 Unit of Measure

Unit of Measure: Job.

1.1.13.3 1003 Demolition and Installation of Raw Water Piping

1.1.13.3.1 1003 Payment

Payment will be made for costs associated with operations necessary for Demolition and Installation of the Raw Water Piping as specified. Payment will be made at the contract price per Linear Foot (LF) for "Demolition and Installation of the Raw Water Piping."

1.1.13.3.2 1003 Unit of Measure

Unit of Measure: Linear Foot (LF).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various

SECTION 01 22 00 Page 7 items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

SECTION 01 22 00 Page 8

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

3.2 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

3.3.14 Original Durations

SECTION 01 32 01 Page 1

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

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).

3.2 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

SECTION 01 32 01 Page 4 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 requiring design completion

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

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

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

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

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and

SECTION 01 32 01 Page 5 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:

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

SECTION 01 32 01 Page 6

Field Activity Code Length Description

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

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

3.3.7.1 Workers Per Day (WRKP)

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

3.3.7.2 Responsible Party Coding (RESP)

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

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

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

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

3.3.7.3 Area of Work Coding (AREA)

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

Activities cannot have more than one Work Area Code.

3.3.7.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities

SECTION 01 32 01 Page 7 added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

3.3.7.5 Bid Item Coding (BIDI)

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

3.3.7.6 Phase of Work Coding (PHAS)

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

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

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

3.3.7.7 Category of Work Coding (CATW)

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

3.3.7.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00 QUALITY CONTROL.

An activity can have only one Feature of Work Code.

3.3.8 Contract Milestones and Constraints

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

Mandatory constraints that ignore or effect network logic are prohibited.

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

3.3.8.1 Project Start Date Milestone and Constraint

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

SECTION 01 32 01 Page 8

3.3.8.2 End Project Finish Milestone and Constraint

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

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

3.3.8.3 Interim Completion Dates and Constraints

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

3.3.8.3.1 Start Phase

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

3.3.8.3.2 End Phase

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

3.3.9 Calendars

Schedule activities on a Calendar to which the activity logically belongs.

Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop Seasonal Calendar(s) and assign to seasonally affected activities as applicable.

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

3.3.10 Open Ended Logic

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

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

3.3.11 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default

SECTION 01 32 01 Page 9 mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failure to document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.

3.3.12 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.

3.3.13 Added and Deleted Activities

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

3.3.14 Original Durations

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

3.3.15 Leads, Lags, and Start to Finish Relationships

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

a. Leads (negative lags) are prohibited.

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

3.3.16 Retained Logic

Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.

3.3.17 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete to allow for proper schedule management. Activities representing the remaining minor punch list work shall be added to the schedule and tied logically

SECTION 01 32 01 Page 10 with the appropriate predecessor/successor logic.

3.3.18 Remaining Duration

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

3.3.19 Cost Loading of Closeout Activities

Cost load the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present contract value. Activity(ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).

3.3.19.1 As-Built Drawings

If there is no separate contract line item (CLIN) for as-built drawings, cost load the "Submission…