B.08.02_Cell 1C Inlet Repair FINAL Specifications.pdf

Poplar Island Cell IC Tidal Inlet Repair POPISLCELL1C2021

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 10 ENVIRONMENTAL PROTECTION

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

DI VI SI ON 09 - FI NI SHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 25 CRUSHED STONE ROADWAY

31 41 16 METAL SHEET PILING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 32 22 MECHANICALLY STABILIZED EARTH (MSE) WALL

32 92 19 DIKE SEEDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS 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 work includes repair of the Cell 1C tidal inlet, stockpiling of geotextile and stone materials, and incidental related work.

1.1.2 Location

The work is located at Poplar Island in the Chesapeake Bay, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.1.3 Transportation Facilities

The work site is accessible by water only. The Contractor must make their own investigation of transportation facilities in the vicinity of the work.

1.1.4 Weather Conditions

Complete weather records and reports may be obtained from the U.S. Weather Bureau. The Contractor must be able to identify any hazards that may arise due to adverse weather conditions and adjust their work schedule, construction activities and manpower needs accordingly. The site of work is exposed, and suspension of work may at times be necessary during storm periods. Anticipate the possible infrequent approach of tropical and subtropical storm systems, including hurricanes between Jun 01 and Dec

01. Anticipate possible ice conditions at the work site from December through March. Determine the effect that currents and wave action will have on construction operations. The mean range of tide (Mean High Water

- Mean Low Water) and the Great Diurnal Range of tide (Mean Higher High Water - Mean Lower Low Water) at Poplar Island are 1.1 feet and 1.5 feet, respectively.

1.2 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.

SECTION 01 11 00 Page 1

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 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

List of Contact Personnel; G , AO

Personnel List; G , AO

Vehicle List; G , AO

Statement of Acknowledgement Form SF 1413; G , AO

1.2 COMPLIANCE WITH ISLAND REGULATIONS

The site of the work is on a working island and all rules and regulations issued by the Contracting Officer and Resident Engineer covering general safety, security, sanitary requirements, pollution control, traffic regulations and parking, shall be observed by the Contractor. Information regarding these requirements may be obtained by contacting the Contracting Officer, who will provide such information or assist in obtaining same from appropriate authorities.

1.3 SPECIAL REQUIREMENTS FOR POPLAR ISLAND

1.3.1 General Information

a) The Paul S. Sarbanes Ecosystem Restoration Project at Poplar Island is a cost shared project between the U.S. Army Corps of Engineers and the State of Maryland, Maryland Port Administration.

b) Inspection of the Paul S. Sarbanes Ecosystem Restoration Project at Poplar Island prior to the Contractor's submission of bids should be coordinated with the Baltimore District, Project Engineer, Ms. Katie Perkins, 410-336-0648.

c) The Contractor's attendance is required at weekly and other scheduled status meetings held at Poplar Island.

1.3.2 Docking Facilities

a) The Contractor may use the bulkhead and access channel at the south end of the island to load and offload supplies and equipment. Delivery or loading times need to be communicated to the USACE representative on site and coordinated with USACE, the Maryland Port Administration contractor (MES) and any contractors

SECTION 01 14 00 Page 1 currently working on Poplar Island. The Contractor will be held responsible for any and all damage to the structure(including dolphins)while utilizing the bulkhead. In the event of any damage, the Contractor shall be responsible for all costs related to the repairs of the structure and shall restore the bulkhead to its prior condition. The Contractor is permitted to use the personnel pier for dropping off and picking up personnel and/or subcontractors, as necessary. Use of these areas for docking crew vessels, storage of equipment and/or materials will not be permitted. Any permanent mooring location and/or modification of the existing mooring facilities will be subject to the Contracting Officer's approval.

b) Berthing of Barges: The Contractor shall be responsible for providing a means of berthing barges or scows. The Bulkhead may not be used for the berthing or mooring of barges without specific permission from the Contracting Officer. Submit a berthing scheme as part of his operations plan, which must be approved by the Contracting Officer.

1.3.3 Storage Areas

a) All operations related to the storage of equipment and materials shall be confined to the areas as shown on the contract drawings with approval by the Contracting Officer. Include requirements for storage space in the operations plan submitted for approval.

b) Temporary buildings (storage sheds, shops, offices, etc.) may be erected and utilities may be altered by the Contractor upon approval by the Contracting Officer, and must be built with labor and materials furnished by the Contractor without expense to the Government. Such temporary buildings and utilities must remain the property of the Contractor and must be removed by him at his expense upon the completion of the work. Upon approval of the Contracting Officer, such buildings and utilities may be abandoned and need not be removed.

c) Use only established roadways or construct and use such temporary roadways as may be authorized by the Contracting Officer. Where materials are transported in the prosecution of the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross any roadways, curbs or utilities, protection against damage shall be provided by the Contractor and any damaged roadways, curbs or utilities shall be repaired promptly by, or at the expense of the Contractor.

d) The Contractor shall be responsible for any necessary maintenance or improvement, and periodic clean up of the storage areas.

1.3.4 Speed Limit

The speed limit at Poplar Island is 15 miles per hour, except where lower limits are posted. Employees shall be cautioned to slow down in the vicinity of the Operations facilities and for pipe crossings, and to watch out for heavy equipment and pedestrians. Vehicles shall be operated in a careful manner and any employee found to be operating his vehicle in a reckless manner will be denied the privilege of driving on the facility.

SECTION 01 14 00 Page 2

1.3.5 Safety and Fire Protection

All regulations regarding safety and fire protection will be complied with by the Contractor, his subcontractors, and employees. The Contractor must familiarize himself and all personnel engaged in work under his direction, with the communication procedures for emergency, safety and hazard reporting. Bottles, cans and other trash shall be placed in trash receptacles to eliminate safety hazards and shall be removed by the Contractor. No burning is allowed on Poplar Island.

1.3.6 Spill Containment (Fuels and Lubricants)

Employ measures to prevent or control spills of fuels or lubricants from entering the waterway. Submit a fuel spill control plan to the Contracting Officer for approval before commencing unloading operations, including plans for recovery of any spilled fuels or lubricants. Any spills of fuels, lubricants or other material must be reported immediately to the U.S. Coast Guard, National Response Center, Maryland Department of the Environment, Water Resources Administration, the Contracting Officer or his representative, and the Maryland Port Administration.

1.3.7 Repairs to Roads and Rights of Way

The Contractor shall be responsible for the maintenance and repair to roads, rights of way, and other access points throughout the Contractor's performance at Poplar Island. This responsibility includes only those roads and areas which the Contractor actually uses in his operations.

Maintenance of roadways shall include the control of dust which may occur as a result of the Contractor's activities. The Contractor must employ only those methods of dust control which have been approved by the Contracting Officer.

1.3.8 Joint Inspection

A joint inspection of all facilities will be conducted by the Contractor, the Maryland Port Administration, Maryland Environmental Service, and the Contracting Officer prior to commencing operations and upon completion of operations at Poplar Island to ascertain any damages or deficiencies.

1.3.9 Existing Poplar Island Wells

The Contractor shall have access to a non-potable fresh water supply of approximately 70 GPM. Potential uses may include filling water tanks, water trucks, hydro-seeding equipment or portable pressure washers.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

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1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period , between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 5 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.4.4 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.5 ORDER OF WORK AND COORDINATION WITH OTHER CONTRACTORS

Other contractors and the Maryland Environmental Service (MES) are likely to be performing work in adjacent unloading, storage, dredging, and discharge areas. Such work may include but not be limited to dike maintenance and stockpiling. Coordinate activities with the other contractors and the Maryland Environmental Service to avoid interference with each other's operations. After award of this contract a meeting will be held with all contractor representatives and the Contracting Officer to develop a plan of work coordination. In case of disagreement regarding use of an area the decision of the Contracting Officer will control.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 4

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SCOPE

This section covers the payment items included in this contract and the procedures which will be used to measure the Contractor's work, to effect payment, and to accept completed work.

1.2 GENERAL

The general outline of the principal features of each item as listed does not in any way limit the responsibility of the Contractor for making a thorough investigation of the drawings and specifications to determine the scope of work under the entire contract. Payment of the amounts based on the quantities of work as measured in accordance with the specified methods of measurement and the prices stipulated in the accepted proposal will constitute complete compensation for all work shown on the drawings, provided in the specifications or other Contract Documents and all costs of accepting the general risks, liabilities and obligations expressed or implied. Payment under all items must include, but not necessarily be limited to, compensation for providing all supervision, labor, equipment, materials and services (including overhead and profit), as well as performing all work required to accomplish and complete the work specified under each item and other work required. Miscellaneous items of work not specifically covered by the lump sum or unit priced items listed herein must be considered incidental to the job.

1.3 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-03 Product Data

Weight Tickets; G, AO

For all materials to be stockpiled, copies of stone weight tickets must be provided within 1 week of delivery.

Geotextile Invoices; G, AO

For all materials to be stockpiled, copies of the geotextile invoices must be provided within 1 week of delivery.

SD-08 Instructions

Survey Methods; G, AO

SECTION 01 22 00.00 10 Page 1

Submit for approval the methods which will be used to survey all work for the as-built record drawings, no less than 15 days prior to beginning work.

1.4 SINGLE JOB PAYMENT ITEMS

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

1.4.1 Quantities under Single Job Payment Items

The quantities under single job payment items will not be measured except for the purpose of determining reasonable interim payments.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items which are not listed as single job items under the Bidding Schedule will require submittal of weight tickets or invoice receipts for payment.

1.6 GENERAL SURVEY REQUIREMENTS

Surveys of all materials placed for the 1C repair work are required to determine the quality and acceptance of work and for inclusion in the as-built drawings. A Survey Methods plan should be developed to describe how each material layer will be surveyed to verify the grades and thickness requirements in the Contract are met. The Survey Methods submittal must be approved prior to the start of any construction on the Cell 1C Inlet.

1.7 PAYMENT ITEMS

1.7.1 Mobilization and Demobilization (ITEM NO. 0001)

1.7.1.1 Payment

Mobilization shall include all costs associated with the transfer of all equipment required for completion of the contract to the project site.

Demobilization shall include all costs associated with transferring the equipment back to its point of origin.

1.7.1.2 Unit of Measure

Unit of measure: Job.

1.7.2 All Cost in Connection with 1C Inlet Repair (ITEM NO. 0002)

1.7.2.1 Payment

Payment will be made in accordance with Bid Item No. 0002, 1C Inlet Repair, which must include all costs for equipment, labor, and performing all work necessary for repair of the Cell 1C Inlet as shown and specified. This includes all demolition, excavation, and disposal of

SECTION 01 22 00.00 10 Page 2 existing materials necessary in the completion of work under this contract.

1.7.2.2 Unit of Measure

Unit of Measure: Job.

1.7.3 350lb Armor Stone - Stockpile (ITEM NO. 0003)

1.7.3.1 Payment

Payment will be made in accordance with Bid Item No. 0003, 350lb Armor Stone, which must include all costs for quarried, shipped, and stockpiled stone at the location shown in the Contract documents.

1.7.3.2 Unit of Measure: Tons

1.7.4 12-Minus Stone - Stockpile (ITEM NO. 0004)

1.7.4.1 Payment

Payment will be made in accordance with Bid Item No. 0004, 12-Minus Stone

- Stockpile, which must include all costs for quarried, shipped, and stockpiled stone at the location shown in the Contract documents.

1.7.4.2 Unit of Measure: Tons

1.7.5 Crushed Stone (GAB) - Stockpile (ITEM NO. 0005)

1.7.5.1 Payment

Payment will be made in accordance with Bid Item No. 0005, Crushed Stone (GAB) - Stockpile, which must include all costs for quarried, shipped, and stockpiled stone at the location shown in the Contract documents.

1.7.5.2 Unit of Measure: Tons

1.7.6 Geotextile - Stockpile (ITEM NO. 0006)

1.7.6.1 Payment

Payment will be made in accordance with Bid Item No. 0006, Geotextile - Stockpile, which must include all costs for manufactured, shipped, and stockpiled Geotextile rolls at the location shown in the Contract documents.

1.7.6.2 Unit of Measure: Square Yards

1.7.7 #2 Stone - Stockpile (ITEM NO. 0007)

1.7.7.1 Payment

Payment will be made in accordance with Bid Item No. 0007, #2 Stone - Stockpile, which must include all costs for quarried, shipped, and stockpiled stone at the location shown in the Contract documents.

1.7.7.2 Unit of Measure: Tons

1.8 ACCEPTANCE CRITERIA

SECTION 01 22 00.00 10 Page 3

1.8.1 Final Examination and Acceptance of the Project.

The project will be examined for acceptance at the completion of the contract. Final surveys of all final interior and non-armored slopes shall be completed within 30 days prior to the final inspection of the project as scheduled by the Contracting Officer. Any portion of the adjacent existing dike and roadway which required repair of damage from construction activity shall be resurveyed for acceptance as directed by the Contracting Officer.

PART 2 PRODUCTS

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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 items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

View Location Map; G , AO

Progress and Completion Pictures; G , AO

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 1

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract.

Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 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.

1.6.2 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.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.6.2.1 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.

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual

SECTION 01 30 00 Page 2 understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal and the processes for joint risk management between the Contractor and Government. Major subcontractors who will engage in the work must also attend.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that includes joint risk management, is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

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PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

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

1.3 PROJECT SCHEDULER QUALIFICATIONS

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

PART 2 PRODUCTS

2.1 SOFTWARE

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

SECTION 01 32 01.00 10 Page 1

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

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

2.1.2.1 Primavera

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

2.1.2.2 Other Than Primavera

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

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

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

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a Contract Line Item Number ( 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

SECTION 01 32 01.00 10 Page 2 disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

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

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

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

3.3.2 Activity Durations

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

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

3.3.3 Procurement Activities

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

3.3.4 Mandatory Tasks

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

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

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

a. Submission and approval of as-built drawings.

b. Contractor's pre-final inspection.

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

d. Government's pre-final inspection.

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

v. Final inspection.

SECTION 01 32 01.00 10 Page 3

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

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

3.3.6 Standard Activity Coding Dictionary

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

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

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

3.3.6.1 Workers Per Day (WRKP)

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

3.3.6.2 Responsible Party Coding (RESP)

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

a. Activities coded with a Government Responsibility code include, but

SECTION 01 32 01.00 10 Page 4 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).

3.3.6.3 Area of Work Coding (AREA)

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

Activities cannot have more than one Work Area Code.

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

3.3.6.4 Modification Number (MODF)

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

3.3.6.5 Bid Item Coding (BIDI)

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

3.3.6.6 Phase of Work Coding (PHAS)

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

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

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

3.3.6.7 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.

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3.3.6.8 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 00.00 10 QUALITY CONTROL. An activity can have only one Feature of Work Code.

3.3.7 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.

3.3.7.1 Project Start Date Milestone and Constraint

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

3.3.7.2 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.

3.3.7.3 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.

3.3.7.3.1 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.

3.3.7.3.2 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.

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3.3.8 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 .

3.3.9 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.

3.3.10 Default Progress Data Disallowed

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

3.3.11 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.

3.3.12 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.

3.3.13 Original Durations

Activity Original Durations (OD) must be reasonable to perform the work

SECTION 01 32 01.00 10 Page 7 item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.

3.3.14 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.

3.3.15 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.

3.3.16 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.

3.3.17 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.

3.3.18 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).

3.3.18.1 As-Built Drawings

If there is no separate CLIN for as-built drawings, cost load the "Submission and approval of as-built drawings" activity not less than $35,000 or 1 percent of the present contract value, whichever is greater, up to $200,000. Activity will be declared 100 percent complete upon the Government's approval.

3.3.18.2 OPeration & Maintenance (O & M) Manuals

Cost load the "Submission and approval of O & M manuals" activity not less than $20,000. Activity will be declared 100 percent complete upon the Government's approval of all O & M manuals.

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3.3.19 Anticipated Adverse Weather

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

7 6 6 7 7 6 4 5 3 5 4 4

3.3.20 Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before the contractually required completion date.

a. No IPS indicating an Early Completion will be accepted without being fully resource-loaded (including crew sizes and manhours) and the Government agreeing that the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The data CD/DVD, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.

Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.

3.4.1 Preliminary Project Schedule Submission

Within 15 calendar days after the NTP is acknowledged submit the Preliminary Project Schedule defining the planned operations detailed for the first 90 calendar days for approval. The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP. Completely cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. The Preliminary Project Schedule may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as specified.