Solicitation_2_of_4_Technical_Specifications.pdf

ECS Crane Replacement 16002 Lake Washington Ship Canal, WA

00 73 00-A

W912DW-17-B-0007

INDEX OF DRAWINGS

FILE NO. E-2-3-244 DATED 14 JUNE 2017

SHEET

NUMBER

SHEET ID

TITLE

REVISION

DATE

1 G-001 TITLE, LOCATION AND VICINITY MAPS

2 G-002 DRAWING INDEX AND GENERAL

PROJECT DESCRIPTION

3 C-101 GENERAL SITE AND ACCESS PLAN

4 C-102 CIVIL SITE PLAN

5 S-001 GENERAL NOTES

6 S-101 STRUCTURAL PLAN AND DETAILS

7 A-001 LEGEND, ABBREVIATIONS AND

GENERAL NOTES

8 AD101 DEMO 1 - OPERATING HOUSE DOOR

9 A-101 FLOOR PLANS AND SECTION

10 A-501 ARCHITECTURAL DETAILS

11 MD101 DEMO 1 - DERRICK CRANE AND DECK

12 MD401 DEMO 2 - OPERATING HOUSE

EQUIPMENT AND DECK

13 M-101 LUFFING CRANE LIFTING

REQUIREMENTS

14 M-201 LUFFING CRANE ELEVATION

15 M-501 DIESEL POWER GENERATOR

INSTALLATION

16 M-502 MECHANICAL DETAILS

17 E-001 ELECTRICAL LEGEND

18 ED101 ELECTRICAL DEMOLITION PLAN

19 ED401 EMERGENCY DAM HOIST HOUSE

DEMOLITION PLAN AND SECTIONS

20 ED402 CONTROL HOUSE DEMOLITION PLAN

AND SECTION

21 ED601 EXISTING ELECTRICAL ONE-LINE

DEMOLITION

22 E-101 EMERGENCY DAM HOIST HOUSE PLAN

AND SECTIONS

23 E-401 CONTROL HOUSE ENLARGED PLANS

SHEET

SHEET ID

TITLE

24 E-601 ONE-LINE DIAGRAM

REFERENCE DRAWINGS

Reference drawings provided show conditions at time of construction. These drawings are furnished for information only and the Government does not warrant that conditions will be exactly as shown. Minor deviations can be anticipated and shall not be the basis for a claim for extra compensation.

Drawing File number_______________

REFERENCE

DRAWING

TITLE

14038 STIFF LEG DERRICK DESIGN -

OVERALL PLAN & SECTION

2 14051 GENERAL ARRANGEMENT OF

DERRICK CRANE

3 12424 DERRICK FOUNDATION

4 14040 MAST DESIGN

5 14122 BULL WHEEL DETAILS

6 14032 STEP BEARING (BASE OF MAST)

7 14117 STIFF LEGS DETAILS

8 14034 BOOM DETAILS

9 14118 BOOM DETAILS

10 14119 BOOM DETAILS

11 12458 MAIN HOIST BLOCK

12 12459 MAIN HOIST HANGER

13 12422 BLOCK & RIGGING (AUX HOIST)

14 14050 SWINGER (ROTATES CRANE)

15 12416 HOIST (SERVES BOOM, MAIN,

AND AUX HOISTS)

16 14044.1 CRANE OPERATING HOUSE

ELECTRICAL & GENERAL LAYOUT

17 14044.2 CRANE OPERATING HOUSE

ELECTRICAL & GENERAL LAYOUT

18 C-2-4-213_60 ELEVATION 125 TO 130

19 C-2-4-213_59 ELEVATION 120 TO 125

20 C-2-4-213_58 ELEVATION 115 TO 120

21 C-2-4-213_57 ELEVATION 110 TO 115

22 C-2-4-213_56 ELEVATION 105 TO 110

23 C-2-4-213_55 ELEVATION 100 TO 105

24 C-2-4-213_54 ELEVATION 95 TO 100

25 C-2-4-213_53 ELEVATION 90 TO 95

26 C-2-4-213_52 ELEVATION 85 TO 90

27 C-2-4-213_51.1 ELEVATION 80 TO 85

28 C-2-3-179_12 LOCK BULKHEADS TYPE

“A” PLAN AND SECTIONS

29 C-2-3-179_13 LOCK BULKHEADS TYPE

“B” PLAN AND SECTIONS

30 C-2-3-179_14 LOCK BULKHEADS TYPE

“C” PLAN AND SECTIONS

31 C-2-3-179_15 LOCK BULKHEADS

ROLLER END FRAMING

32 C-2-3-179_16 LOCK BULKHEADS PICK-

UP TRUSS GENERAL ARRANGEMENT

33 C-2-3-179_17 LOCK BULKHEADS PICK-

UP TRUSS PLAN AND ELEVATIONS

34 C-2-3-179_18 PICK-UP TRUSS SECTIONS

AND DETAILS I

35 C-2-3-179_19 PICK-UP TRUSS SECTIONS

AND DETAILS II

36 C-2-3-179_20 PICK-UP TRUSS HOOK

MECHANISM ASSEMBLY

37 C-2-3-179_21 PICK-UP TRUSS HOOK

MECHANISM DETAILS

38 C-2-3-179_22 PICK-UP TRUSS HOOK-UP

BEAM DETAILS

39 C-2-3-179_23 PICK-UP TRUSS

MISCELLANEOUS DETAILS

40 C-2-3-179_31A BULKHEAD STORAGE

PLAN SECTION AND DETAILS

41 C-2-3-179_31 STORAGE WHARF

REPLACEMENT, PLANS, SECTIONS AND

DETAILS

LWSC ESC Crane Replacement 16002

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

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 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 42 91 REMOVAL AND SALVAGE OF HISTORIC CONSTRUCTION MATERIALS

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 97 02 PAINTING

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 750 KW, WITH AUXILIARIES

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 00 44.00 MARINE LUFFING PEDESTAL CRANE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

This page was intentionally left blank for duplex printing.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

05/11

PART 1 GENERAL

1.1 COORDINATION AND WORK HOURS

1.1.1 Work hours

1.1.2 Preconstruction Conference

1.1.3 Coordination with Others

1.2 CONSTRUCTION PROGRESS CHARTS AND STATUS REPORTS:

1.3 GENERAL ACCESS REQUIREMENTS

1.3.1 Contractor's Vehicles

1.3.2 Contractor Employee Privately-Owned Vehicles

1.4 CONTRACTOR SECURITY

1.5 SUBMITTALS

1.6 PERSONNEL IDENTIFICATION

1.6.1 Employee Listing

1.6.2 Identification Credentials

1.6.3 Employee Termination

1.6.4 Access Control

1.7 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS

1.7.1 AT Level 1 Training

1.7.2 Access and General Protection/Security Policy and Procedures

1.7.3 Suspicious Activity Reporting Training

1.7.4 OPSEC Training

1.7.5 Access to Sensitive/Restricted Areas

1.7.6 E-Verify Pre-Screening

1.8 UTILITY OUTAGES

PART 2 PRODUCT

PART 3 EXECUTION

3.1 PROTECTION OF GOVERNMENT PROPERTY

3.2 Contingency Crane

3.3 RESTRICTED USE OF MONOLITH

3.4 ADVANCED NOTICE OF LOCK INTERRUPTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

05/11

PART 1 GENERAL

1.1 COORDINATION AND WORK HOURS

All coordination with government and non-government personnel shall be through the Contracting Officer. This is to ensure that the Contractor can complete the work with a minimum of interference and inconvenience.

1.1.1 Work hours

Work hours in the construction area will be restricted to the hours of 7 a.m. and 5:30 p.m. Monday-Friday, and between the hours of 9 a.m. and 5:30 p.m. on weekends. Equipment that creates sound by impact or pulse, such as the vibratory pile driver is permitted between the hours of 8 a.m. and 5 p.m. on weekdays, and 9 a.m. to 5 p.m. on weekends. Requests for alternate work schedules may be considered, but will be approved only by the Contracting Officer. Alternate work schedules will not be approved if a Government quality assurance inspector is not available to be on site full time during all hours outside those previously stated.

1.1.2 Preconstruction Conference

A Preconstruction Conference will be held between the Contractor and the Government prior to start of field work, after approval of all pre-construction submittals. Refeernce Sections 01 33 00, 01 35 26, and 01 45 00.00 10 for requirements.

1.1.3 Coordination with Others

All coordination with government personnel shall be through Contracting Officer's Representative.

1.2 CONSTRUCTION PROGRESS CHARTS AND STATUS REPORTS:

Follow requirements in Section 01 32 01.00 10 PROJECT SCHEDULE

1.3 GENERAL ACCESS REQUIREMENTS

(Also see SECTION 01 50 00: CONSTRUCTION FACILITIES AND TEMPORARY

CONTROLS.)

1.3.1 Contractor's Vehicles

Contractor's vehicles shall only park in approved areas in accordance with the parking plan indicated.

1.3.2 Contractor Employee Privately-Owned Vehicles

The parking of privately-owned vehicles (POV's) belonging to Contractor personnel is prohibited inside the interior fence, west of the District Garage, at the Hiram M. Chittenden Locks, Lake Washington Ship Canal Project.

SECTION 01 14 00 Page 2

1.4 CONTRACTOR SECURITY

The Corps of Engineers will not be responsible for providing security for Contractor-owned/controlled equipment, supplies, or materials. The Contractor shall provide those necessary security measures.

1.5 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Employee Listing; F

1.6 PERSONNEL IDENTIFICATION

1.6.1 Employee Listing

The Contractor shall submit a complete listing of Contractor personnel, including job title and identification credential number, who will be working on the project. This listing shall be updated as needed to insure that the Government has been notified of any changes of Contractor Personnel in advance of new personnel engaging in work on the project. The Government will allow access to the controlled areas of only the Contractor Personnel authorized in advance and included on the employee listing.

1.6.2 Identification Credentials

Contractor personnel shall either be issued a photo identification card (ID) by the Contractor or agree to provide their individual vehicle driver's license as an appropriate identification credential. In either case, the identification number shall be included on the listing required above. If the Contractor determines to issue ID cards to its employees, the following information shall be included:

Contractor Identification and Card Number Indicating Employees:

o Full Name o Height o Current Address o Weight o Birth Date o Hair Color o Recent Photograph o Eye Color

1.6.3 Employee Termination

If a Contractor employee resigns or is terminated the Contracting Officer, or designated representative shall be so notified at the earliest opportunity, but in no case later than the start of the succeeding workday.

1.6.4 Access Control

Contractor personnel shall be instructed to present identification credential upon request by proper authority as established by the Contracting Officer.

1.7 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS

The Contractor shall be responsible for compliance with all applicable

SECTION 01 14 00 Page 3

Antiterrorism/Operations Security Items as outlined below.

1.7.1 AT Level 1 Training

All contractor employees, to include subcontractor employees, requiring access to installations, facilities and controlled access areas shall complete AT Level 1 awareness training within 30 calendar days after contract start date. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level 1 awareness training is available at the following website:

https://atlevel1.dtic.mil/at.

1.7.2 Access and General Protection/Security Policy and Procedures

Contractor and all associated subcontractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available).

1.7.3 Suspicious Activity Reporting Training

The contractor and all associated sub-contractors shall receive a brief/training (provided by the Government) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

1.7.4 OPSEC Training

All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training.

OPSEC awareness training will be provided by the Government in

SECTION 01 14 00 Page 4 presentation form which will be documented via memorandum.

1.7.5 Access to Sensitive/Restricted Areas

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

The contractor will coordinate with the COR and/or the facility security office for access when required.

1.7.6 E-Verify Pre-Screening

The Contractor must pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E -Verify) website to meet the established employment eligibility requirements. The Vendor must 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.

1.8 UTILITY OUTAGES

Contractor shall notify the Contracting Officer at least 7 days in advance about any utility outages needed.

PART 2 PRODUCT

Not used.

PART 3 EXECUTION

3.1 PROTECTION OF GOVERNMENT PROPERTY

In addition to requirements of the CONTRACT CLAUSES, Contractor shall protect all Government property, except for such property as is required to be demolished. Property which is to be demolished shall be protected until its scheduled demolition time. Protection shall include, but not be limited to, protection from construction generated dust, debris, water, and vibration.

3.2 Contingency Crane

A contingency crane shall be moored on-site from before existing crane demolition until the new crane has been shown as functional. This contingency crane shall not obstruct traffic leaving the large lock chamber. It must be capable of putting the emergency closure system into service if needed during the project. An operational exercise will be performed in which the contingency crane crew will place the emergency closure system and recover it before site demolition shall commence. This exercise will be supported by locks staff, and shall afford the contingency crew the opportunity to place the closure system in a non-emergency situation. It will be permissible to allow 10 hours for a crane crew to arrive on-site to place the emergency closure system in the event of emergency

SECTION 01 14 00 Page 5

3.3 RESTRICTED USE OF MONOLITH

Contractor shall not place any materials or equipment on the monolith structure without prior written approval by the Contracting officer.

3.4 ADVANCED NOTICE OF LOCK INTERRUPTION

Contractor shall provide a minimum of 30 day notice to the Government of all construction activities that will interrupt large lock operation for more that 4 hours. Requests for outages that effect lock traffic during high traffic periods of time (i.e. SEAFair, Labor Day, etc) may be denied.

-- End of Section --

SECTION 01 14 00 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Item No. 0001 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Item No. 0002 Crane Operating Crew Demonstrate ECS Stoplog

Installation/Removal Capabilities

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Item No. 0003 Electrical Demolition and Disposal

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Item No. 0004 Demolish & Dispose of Existing Stiff Leg Derrick

Crane

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Item No. 0005 Design Foundation for New Crane

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Item No. 0006 Install New Foundation for New Crane

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Item No. 0007 Furnish, Ship & Install New Luffing Crane

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 Item No. 0008 Install New Electrical Items for Luffing Crane

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Item No. 0009 No Load and Load Testing

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.10 Item No. 0010 On-Site Training

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 Item No. 0011 Install Additional Site Features

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 Item No. 0012 O&M Manuals

1.2.12.1 Payment

1.2.13 Item No. 0013 As-Built Drawings

1.2.13.1 Payment

1.2.14 Item No. 0014 Crane Crew Mobilized for 24 hours (OPTION)

1.2.14.1 Payment

1.2.14.2 Unit of Measure

SECTION 01 22 00.00 10 Page 1

1.2.15 Item No. 0015 Crane Crew Mobilized for 120 hours (OPTION)

1.2.15.1 Payment

1.2.15.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 2

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

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:

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BID 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.

1.2.1 Item No. 0001 Mobilization and Demobilization

1.2.1.1 Payment

Payment for Mobilization and Demobilization will be paid for under CLIN No. 0001. Price and payment shall constitute full compensation for:

a. Site mobilization of all materials, equipment, and labor required to accomplish the work. Mobilization will be considered complete when the Contractor is ready to commence work.

b. Site demobilization will be considered complete when the Contractor has removed all construction equipment, cleaned the area, and restored the work area to "as-found" pre-contract conditions, unless otherwise approved.

c. Payment for Mobilization and Demobilization will be paid as a JOB at a rate of 60 percent for mobilization and 40 percent for demobilization.

1.2.1.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 10 Page 3

1.2.2 Item No. 0002 Crane Operating Crew Demonstrate ECS Stoplog Installation/Removal Capabilities

1.2.2.1 Payment

All work associated with an operational training exercise in which the contractor crew, utilizing a contractor provided crane, places the Emergency Closure system Stoplogs and recovers them, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.2.2 Unit of Measure

Unit of measure: job.

1.2.3 Item No. 0003 Electrical Demolition and Disposal

1.2.3.1 Payment

All work associated with removal of existing conduits and conductors to the crane switchboard including the controls portion and the 400 amp breaker in the main distribution panel, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.2.4 Item No. 0004 Demolish & Dispose of Existing Stiff Leg Derrick Crane

1.2.4.1 Payment

All work associated with Demolish & Dispose of Existing Stiff Leg Derrick Crane, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.5 Item No. 0005 Design Foundation for New Crane

1.2.5.1 Payment

All work associated with Design Foundation for New Crane, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.5.2 Unit of Measure

Unit of measure: job.

1.2.6 Item No. 0006 Install New Foundation for New Crane

1.2.6.1 Payment

All work associated with Install New Foundation for New Crane, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

SECTION 01 22 00.00 10 Page 4

1.2.6.2 Unit of Measure

Unit of measure: job.

1.2.7 Item No. 0007 Furnish, Ship & Install New Luffing Crane

1.2.7.1 Payment

All work associated with Furnish, Ship, and installation of the New Luffing Crane, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.7.2 Unit of Measure

Unit of measure: job.

1.2.8 Item No. 0008 Install New Electrical Items for Luffing Crane

1.2.8.1 Payment

All work associated with providing a generator to power the crane and existing hydraulic pumps, Motor Control Center with breakers to feed hydraulic pumps and new crane, 100 amp 240V panel for crane auxiliary loads, relocation of ECS controller and providing ECS controls in new crane, along with all required conduit and conductors, and rewiring the existing hydraulic pumps from a 240V system to a 480V system, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.8.2 Unit of Measure

Unit of measure: job.

1.2.9 Item No. 0009 No Load and Load Testing

1.2.9.1 Payment

All work associated with No Load and Load Testing, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.9.2 Unit of Measure

Unit of measure: job.

1.2.10 Item No. 0010 On-Site Training

1.2.10.1 Payment

All work associated with On-Site Training, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.10.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 10 Page 5

1.2.11 Item No. 0011 Install Additional Site Features

1.2.11.1 Payment

All work associated with hand railing installation, crane operating house door replacement and all other associated operating house historical preservation work for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.11.2 Unit of Measure

Unit of measure: job.

1.2.12 Item No. 0012 O&M Manuals

1.2.12.1 Payment

Price and payment will constitute full compensation to furnish Operations and Maintenance Manuals as specified in Section 01 78 23 OPERATIONS AND MAINTENANCE MANUALS from preparation to final approval. No partial of full payments will be authorized until final documents are approved by the Contracting Officer.

Unit of Measure

Unit of measure: job.

1.2.13 Item No. 0013 As-Built Drawings

1.2.13.1 Payment

Price and payment will constitute full compensation to furnish As-Built Drawings as specified in Section 01 78 00 CLOSEOUT SUBMITTALS from preparation to final approval. No partial of full payments will be authorized until final documents are approved by the Contracting Officer.

Unit of Measure

Unit of measure: job.

1.2.14 Item No. 0014 Crane Crew Mobilized for 24 hours (OPTION)

1.2.14.1 Payment

The contractor must provide a crane operating crew on-site within 10 hrs of notification from USACE. Once the crane operating crew is on-site, the Contractor must maintain a crew on-site continuously for up to 14 hrs to install/remove the ECS stoplogs as directed by the USACE COR in order to assist in emergency operation, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.14.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 10 Page 6

1.2.15 Item No. 0015 Crane Crew Mobilized for 120 hours (OPTION)

1.2.15.1 Payment

The contractor must provide a crane operating crew on-site within 10 hrs of notification from USACE. Once the crane operating crew is on-site, the Contractor must maintain a crew on-site continuously for up to 110 hrs to install/remove the ECS stoplogs as directed by the USACE COR in order to assist in emergency operation, for which price and payment shall be full compensation for all labor, equipment, materials, and incidentals.

1.2.15.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used -- End of Section --

SECTION 01 22 00.00 10 Page 7

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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 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

SECTION 01 32 01.00 10 Page 1

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Anticipated Adverse Weather

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

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

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

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

1.3 PROJECT SCHEDULER QUALIFICATIONS

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

PART 2 PRODUCTS

2.1 SOFTWARE

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

SECTION 01 32 01.00 10 Page 3 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, 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 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.

SECTION 01 32 01.00 10 Page 4

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

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

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

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

3.3.2 Activity Durations

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

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

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

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.

SECTION 01 32 01.00 10 Page 5

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

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

t. Government's pre-final inspection.

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

v. Final inspection.

3.3.5 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*

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Field Activity Code Length Description

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

3.3.6.1 Workers Per Day (WRKP)

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

3.3.6.2 Responsible Party Coding (RESP)

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

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

b. Activities cannot have more than 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 Contract Line Item

SECTION 01 32 01.00 10 Page 7

Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 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.

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

SECTION 01 32 01.00 10 Page 8 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.

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 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 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

SECTION 01 32 01.00 10 Page 9 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 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

SECTION 01 32 01.00 10 Page 10 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 contract line item (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, which ever is greater, up to $200,000. Activity will be declared 100 percent complete upon the Government's approval.

3.3.18.2 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.

3.3.19 Anticipated Adverse Weather

Paragraph applicable to contracts with clause entitled TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Reflect the number of anticipated adverse weather delays allocated to a weather sensitive activity in the activity's calendar.

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.

SECTION 01 32 01.00 10 Page 11

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. The Preliminary Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required plan and program preparations, submissions and approvals identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan) as well as design activities, planned submissions of all early design packages, permitting activities, design review conference activities, and other non-construction activities intended to occur within the first 90 calendar days. Government acceptance of the associated design package(s) and all other specified Program and Plan approvals must occur prior to any planned construction activities. Activity code any activities that are summary in nature after the first 90 calendar days with Bid Item (CLIN) code (BIDI), Responsibility Code (RESP) and Feature of Work code (FOW).

3.4.2 Initial Project Schedule Submission

Submi…