SPECIFICATIONS_-_W912DW19B0008_1_of_2.pdf

FY19 Alki Coastal Erosion Control 18026 Seattle, WA W912DW19B0008

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 01 MEASUREMENT AND PAYMENT

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 55 80 TRAFFIC CONTROLS

01 56 39 TEMPORARY TREE, VEGETATION, & SOIL PROTECTION

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DI VI SI ON 03 - CONCRETE

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 37 13 SHOTCRETE

03 45 00 PRECAST CONCRETE

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 52 00 METAL RAILINGS

DI VI SI ON 09 - FI NI SHES

09 97 02 PAINTING - EXPOSED SOLDIER PILES

DI VI SI ON 12 - FURNI SHI NGS

12 93 00 SITE FURNISHINGS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 05 20 GEOSYNTHETIC DRAINAGE LAYER

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 92 19 HAND SEEDING

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES

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PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 PERMIT REQUIREMENTS

1.4 LOCATION OF UNDERGROUND UTILITIES

1.4.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes construction of a new seawall waterward of the existing seawall, installation of erosion protection, upland landscaping, and incidental related work. The work area extends from the uplands to the intertidal region. A portion of the work area will be inundated by tides on a daily basis. Appropriate controls will need to be implemented to adhere to water quality restrictions imposed in this contract.

1.1.2 Location

The work is located at the Emma Schmitz Memorial Overlook Park in the City of Seattle, Washington as indicated on the drawings.

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 COR. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.3 PERMIT REQUIREMENTS

The following information regarding permits was provided by the Seattle Department of Transportation and may not be complete or accurate. The Contractor shall determine the specific City of Seattle and/or other jurisdictional and agency permit requirements for this work.

Storage Container and Residential Dumpster Permit:

The form can be found at the bottom of the page here:

https://www.seattle.gov/transportation/permits-and-services/ permits/storage-container-and-residential-dumpster-permits

Construction Use Application:

The form can be found at the bottom of the page here:

http://www.seattle.gov/transportation/permits-and-services/ permits/construction-use-in-the-right-of-way

Construction Use Modification Application:

The form can be found at the bottom of the page here:

http://www.seattle.gov/Documents/Departments/SDOT/Services/

SECTION 01 11 00 Page 2

Permits/ConstructionUsePermitModificationApplication_FILL.pdf

Minor Utility Application:

The form can be found at the bottom of the page here:

http://www.seattle.gov/transportation/permits-and-services/ permits/utility-work-in-the-right-of-way

Minor Utility Modification Application:

The form can be found at the bottom of the page here:

http://www.seattle.gov/Documents/Departments/SDOT/ Services/Permits/UtilityPermitModificationApplication_FILL.pdf

Checklist Pedestrian Mobility In and Around Work Zones:

The form can be found at the bottom of the page here:

http://www.seattle.gov/Documents/Departments/SDOT/ Services/Permits/TemplatesAndChecklists/PedChecklist.pdf

Letter of Authorization:

The form can be found at the bottom of the page here:

https://www.seattle.gov/Documents/Departments/SDOT/ Services/StreetImprovement/stuseLetterofAuthorization.docx

Scope - Describe your project in detail and how proposed and ongoing work will impact the right of way. Start Date and/or duration for each of the areas being used.

Work Zone Site Plan - Please complete a site plan and submit via email.

Further information and related requirements:

CAM 2116: Site Plan Requirements -http://www.seattle.gov/transportation/document-library /client-assistance-memos

Site Plan Template -http://www.seattle.gov/transportation/permits-and-services /permits/permit-templates-and-checklists

Traffic Control Plan (TCP)

Further information and related requirements:

Traffic Control Manual -http://www.seattle.gov/transportation/document-library/ manuals/traffic-control-manual

CAM 2110: Steps to an Approved TCP -http://www.seattle.gov/transportation/document-library/ client-assistance-memos

CAM 2111: Checklist for TCP Submittal -http://www.seattle.gov/transportation/document-library/ client-assistance-memos

Include your permit # and address on all documents and correspondence.

(ex. 123456_700 5th Ave)

Street Use Permit Counter Information & Hours:

700 5th Ave, Suite 2300, Seattle, WA 98104

SECTION 01 11 00 Page 3

Hours of service: MWF 9:00 – 4:00 & TH 10:30 – 4:00 No payments accepted after 4:00 PM

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. 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, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer's Representative (COR) at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Subcontractors and Personnel Contacts

1.3.2 Regular Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Utility Cutovers and Interruptions

1.4 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS

1.4.1 E-Verify Pre-Screening

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

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

1.2 SPECIAL SCHEDULING REQUIREMENTS

c. The beach outside the limits of construction will remain in operation during the entire construction period. The Contractor must conduct operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any roads or utility services must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 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.

1.3.2 Regular Working Hours

Regular working hours must consist of an 8-1/2 hours between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays. No work must be performed outside this period without prior written approval of the Contracting Officer.

1.3.3 Work Outside Regular Hours

Make application 15 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

SECTION 01 14 00 Page 2

1.3.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after regular working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to two hours. This time limit includes time for deactivation and reactivation.

1.4 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS

The Contractor shall be responsible for compliance with all applicable Antiterrorism/Operations Security Items as outlined below.

1.4.1 E-Verify Pre-Screening

Pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E -Verify) website to meet the established employment eligibility requirements. Ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E -verify system. An initial list of verified/eligible candidates must be provided to the COR no later than 3 business days after the initial contract award.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 01

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL

1.2 MEASUREMENT GUIDELINES

1.2.1 Job Items

1.3 BASE ITEMS

1.3.1 ITEM #0001

1.3.2 ITEM #0002

1.4 PROGRESS PAYMENT INVOICE

1.5 ELECTRONIC SOFTWARE SYSTEM FOR SUBMITTING CERTIFIED LABOR PAYROLLS

AND RECORDS

1.6 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS

1.6.1 Contractor POC

1.6.2 Responsibilities

1.6.3 Certification

1.7 PROPOSED PROJECT MODIFICATIONS

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PART 3 EXECUTION (Not Used)

SECTION 01 22 01 Page 1

SECTION 01 22 01

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL

Payment items for the work of this contract for which payments will be made are listed in the BID SCHEDULE and described below. The contract price for each item shall constitute full compensation for furnishing all plant, labor, materials, appurtenances, and incidentals and performing all operations necessary to construct and complete the items in accordance with these specifications and the applicable drawings, including surveying performed by the Contractor.

All costs for items of work, which are not specifically mentioned to be included in a particular payment item, shall be included in the listed lump sum item most closely associated with the work involved. Payment for each item shall be considered as full compensation, notwithstanding that minor features may not be mentioned herein. Work paid for under one item will not be paid for under any other item. No separate payment will be made for the work, services, or operations required by the Contractor, as specified in DIVISION 01: GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work.

1.2 MEASUREMENT GUIDELINES

1.2.1 Job Items

Items measured as a "job" will be measured for payment as a complete job in the locations indicated. Unless the payment item paragraph makes a specific exception of any item, incidental items will not be measured under any other item even though there is another listing for the work or material.

1.3 BASE ITEMS

1.3.1 ITEM #0001

Payment will be made at the contract job price for Item #0001, All work as delineated in the drawings and specifications other than that listed in CLIN Items #0002 below. Payment shall constitute full compensation for this item, complete.

1.3.2 ITEM #0002

Payment will be made at the contract job price for Item #0002, All Work for As-Built Drawings as Specified in Section 01 78 00 CLOSEOUT SUBMITTALS from preparation to final approval. Payment shall constitute full compensation for this item, complete.

SECTION 01 22 01 Page 2

1.4 PROGRESS PAYMENT INVOICE

Requests for payment shall be submitted in accordance with Federal Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and Clauses 52.232-5 and 52.232-27, entitled "Payments Under Fixed-Price Construction Contracts", and "Prompt Payment for Construction Contracts", respectively. In addition each request shall be submitted in the number of copies and to the designated billing office as shown in the Contract.

When submitting payment requests, complete Blocks 1 through 12 of the "PROGRESS PAYMENT INVOICE" Form as directed by the Contracting Officer (provided in QCS). The completed form shall then become the cover document to which all other support data shall be attached.

One additional copy of the entire request for payment, to include the "PROGRESS PAYMENT INVOICE" cover document , shall be forwarded to a separate address as designated by the Contracting Officer.

Submit with each pay request, a list of subcontractors that have worked during that pay period. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week. Also indicate the total number of employees for on-site staff for each week.

1.5 ELECTRONIC SOFTWARE SYSTEM FOR SUBMITTING CERTIFIED LABOR PAYROLLS AND

RECORDS

The Contractor is required to use a commercially available software system to process and submit certified payrolls electronically to the Government.

The requirements for preparing, processing, and submitting certified labor payrolls are established by the requirements as stated in FAR 52.222-8 PAYROLLS AND BASIC RECORDS, and FAR 52.222-13 COMPLIANCE WITH CONSTRUCTION

WAGE RATE REQUIREMENTS AND RELATED REGULATIONS.

Provide all access, licenses, and other services required for the receipt, processing, certifying, and electronically transmitting payrolls to the Government, and storing weekly payroll and other data required to comply with Construction Wage Rate Requirements and related regulations. The payroll software system shall be capable of preserving submitted payroll documents and related records for a minimum of three years after contract completion. Provide system access to the Government for the duration of this construction contract. Government access shall include online review by the Government's contract administration office of all electronic payroll records of the Contractor.

The payroll processing software system shall also meet the following functional criteria. It shall:

a. Be compliant with appropriate Construction Wage Rate Requirement payroll provisions in applicable Federal Acquisition Regulations,

b. Be able to accommodate the required number of employees and subcontractors employed under the contract,

c. Be capable of producing an MS Excel compatible spreadsheet to be uploaded into the Quality Control System (QCS), which in turn shall exported to the Resident Management System (RMS), SECTION 01 22 01 Page 3

d. Provide demonstrated security of data storage, data entry, and data access rights,

e. Be able to produce Contractor certified electronic versions of weekly payroll data,

f. Be able to identify erroneous entries and track data/time of all versions of the Construction Wage Rate certified payrolls submitted to the Government over the life of the contract, and

g. Be capable of generating a durable record copy; that is, a CD or DVD of records in PDF format from the system database. This durable record copy shall be provided to the Government during contract closeout.

All incurred costs related to the provision and use of an electronic payroll processing system shall be included in the price for the work under the contract. All costs for providing and using the electronic payroll processing system and services shall not be a separately billed or reimbursed item under the contract.

1.6 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS

1.6.1 Contractor POC

Within 14 days after award of the contract, designate a point of contact (POC) who will be responsible for the Construction Wage Rates Requirements Program for the Contractor and all subcontractors under this contract as required by the Contract Clauses and FAR 52.222.

1.6.2 Responsibilities

The designated Contractor POC shall be responsible for Construction Wage Rates Requirements Program activities including, but not limited to:

a. Documentation and record keeping;

b. Submittal and accuracy of certified payrolls;

c. Submittal of required labor forms including requests for additional classifications and rates, Statements and Acknowledgement, etc.;

d. Posting of the wage determination, approved additional classifications and rates, labor and EEO posters;

e. Coordination with the Contracting Officer's Labor Program POC.

Prior to submittal to the Government, payrolls shall be reviewed for compliance to all applicable labor standards, to include, but not be limited to the following items: correct wage rates, correct overtime classification and pay, misclassification of workers for work actually performed, apprentice to journeyman ratios, and registration of apprentice. Corrective actions shall be taken as necessary to ensure Contractor compliance with applicable contract and FAR clauses.

1.6.3 Certification

The Contractor POC shall provide a signed certification stating the following: "I certify that the submitted items being forwarded have been reviewed in detail and are correct and in strict conformance with the

SECTION 01 22 01 Page 4

Labor Standards of the contract except as otherwise stated."

1.7 PROPOSED PROJECT MODIFICATIONS

Price proposals for contract modifications shall be submitted in accordance with the requirements of the Contract Clause MODIFICATION PROPOSALS - PRICE BREAKDOWNS. If change order work impacts or delays other unchanged contract work, the costs of such impacts or delays shall be included in the proposals and separately identified. The current threshold for requiring cost or pricing data is $750,000 but is subject to change (see FAR 15.403-4(a)(1)(iii)). Any modification proposal that exceeds the cost and pricing data threshold shall meet the requirements of FAR 15.403 (see instructions for Change Orders/Modification and Claims in Table 15-2 of FAR 15.408).

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 22 01 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PHOTOGRAPHS

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

1.6.2 Superintendent Qualifications

1.6.2.1 Duties

1.6.3 Non-Compliance Actions

1.7 PRECONSTRUCTION

1.8 PARTNERING

1.8.1 Formal Partnering

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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

Progress and Completion Photographs; G

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 PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 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's Representative (COR). 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 2

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 Washington 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 five 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.

1.6.2.1 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

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 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. Major subcontractors who will engage in the work must

SECTION 01 30 00 Page 3 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 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 Formal Partnering

Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the partnering effort including the facilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the partnering sessions.

Before a partnering session, coordinate with the facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

a. Schedule the Initial Partnering Session for a duration of two days minimum. Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.

b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than 3 to six month intervals. Participants are encouraged to utilize electronic means to expedite meetings.

Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

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, SECTION 01 30 00 Page 4 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.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

3.4 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.4.1 Level of Detail Required

3.4.2 Activity Durations

3.4.3 Procurement Activities

3.4.4 Mandatory Tasks

3.4.5 Government Activities

3.4.6 Standard Activity Coding Dictionary

3.4.6.1 Workers Per Day (WRKP)

3.4.6.2 Responsible Party Coding (RESP)

3.4.6.3 Area of Work Coding (AREA)

3.4.6.4 Modification Number (MODF)

3.4.6.5 Bid Item Coding (BIDI)

3.4.6.6 Phase of Work Coding (PHAS)

3.4.6.7 Category of Work Coding (CATW)

3.4.6.8 Feature of Work Coding (FOW)

3.4.7 Contract Milestones and Constraints

3.4.7.1 Project Start Date Milestone and Constraint

3.4.7.2 End Project Finish Milestone and Constraint

3.4.7.3 Interim Completion Dates and Constraints

3.4.7.3.1 Start Phase

3.4.7.3.2 End Phase

3.4.8 Calendars

3.4.9 Open Ended Logic

3.4.10 Default Progress Data Disallowed

3.4.11 Out-of-Sequence Progress

SECTION 01 32 01.00 10 Page 1

3.4.12 Added and Deleted Activities

3.4.13 Original Durations

3.4.14 Leads, Lags, and Start to Finish Relationships

3.4.15 Retained Logic

3.4.16 Percent Complete

3.4.17 Remaining Duration

3.4.18 Cost Loading of Closeout Activities

3.4.18.1 As-Built Drawings

3.4.18.2 O & M Manuals

3.4.19 Early Completion Schedule and the Right to Finish Early

3.5 PROJECT SCHEDULE SUBMISSIONS

3.5.1 Preliminary Project Schedule Submission

3.5.2 Initial Project Schedule Submission

3.5.3 Periodic Schedule Updates

3.6 SUBMISSION REQUIREMENTS

3.6.1 Data CD/DVDs

3.6.2 Narrative Report

3.6.3 Schedule Reports

3.6.3.1 Activity Report

3.6.3.2 Logic Report

3.6.3.3 Total Float Report

3.6.3.4 Earnings Report by CLIN

3.6.3.5 Schedule Log

3.6.4 Network Diagram

3.6.4.1 Continuous Flow

3.6.4.2 Project Milestone Dates

3.6.4.3 Critical Path

3.6.4.4 Banding

3.6.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.7 PERIODIC SCHEDULE UPDATE

3.7.1 Periodic Schedule Update Meetings

3.7.2 Update Submission Following Progress Meeting

3.8 WEEKLY PROGRESS MEETINGS

3.9 REQUESTS FOR TIME EXTENSIONS

3.9.1 Justification of Delay

3.9.2 Time Impact Analysis (Prospective Analysis)

3.9.3 Forensic Schedule Analysis (Retrospective Analysis)

3.9.4 Fragmentary Network (Fragnet)

3.9.5 Time Extension

3.9.6 Impact to Early Completion Schedule

3.10 FAILURE TO ACHIEVE PROGRESS

3.10.1 Artificially Improving Progress

3.10.2 Failure to Perform

3.10.3 Recovery Schedule

3.11 OWNERSHIP OF FLOAT

3.12 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.13 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

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

ER 415-1-15 (1989) Construction Time Extensions for Weather

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.

SECTION 01 32 01.00 10 Page 3

PART 2 PRODUCTS

2.1 SOFTWARE

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

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

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

2.1.2.1 Primavera

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

2.1.2.2 Other Than Primavera

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

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules 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 CLIN must equal the value of the CLIN.

SECTION 01 32 01.00 10 Page 4

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 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE entitled "Default (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

Per ER 415-1-15 , 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.

SEATTLE, WA MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

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

| 9 7 6 4 4 3 1 2 3 6 8 10 |

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractors' scheduled work day.

The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated, as

SECTION 01 32 01.00 10 Page 5 mentioned above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract clause entitled "Default (Fixed Price Construction)".

3.4 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.4.1 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:

3.4.2 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.

3.4.3 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.

3.4.4 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

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.

SECTION 01 32 01.00 10 Page 6

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

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

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

t. Government's pre-final inspection.

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

v. Final inspection.

3.4.5 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.

3.4.6 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

SECTION 01 32 01.00 10 Page 7

Field Activity Code Length Description

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.

3.4.6.1 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.

3.4.6.2 Responsible Party Coding (RESP)

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

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

b. Activities cannot have more than 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).

3.4.6.3 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.

SECTION 01 32 01.00 10 Page 8

3.4.6.4 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.

3.4.6.5 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.

3.4.6.6 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.

3.4.6.7 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.

3.4.6.8 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.

3.4.7 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.

SECTION 01 32 01.00 10 Page 9

3.4.7.1 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.

3.4.7.2 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.

3.4.7.3 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.

3.4.7.3.1 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.

3.4.7.3.2 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.

3.4.8 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 sSeasonal Calendar(s) and assign to seasonally affected activities as applicable.

If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated adverse weather delay work days listed in Paragraph TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER…