RTA SPECS Volume 1.pdf

LANDSLIDE MITIGATION

SLOPE STABILIZATION

PHILPOTT DAM

HENRY COUNTY, VIRGINIA

RTA SPECIFICATIONS

VOLUME I

30-JUNE-2023

Solicitation No. W912PM23B0024 Contract No. W912PM23XXXXX

Philpott Dam Landslide Remediation Bassett, Virginia

Contract No. W912PM-20-D-0004 Task Order No. W912PM21F0007

14 June 2023

Specifications Prepared by

MBF Architects, P.A.

with consultants Civil - Stantec Consulting Services Lexington, Kentucky Electrical / Mechanical – AME Consulting Engineers Charlotte, North Carolina

Prepared for US Army Corps of Engineers Wilmington District

Ready to Advertise

This page is intentionally left blank.

Phillpott Dam Landslide Remediation Ready to Advertise (RTA) Bassett, VA 14-JUN-2023

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 05 02/04 GENERAL AND SPECIAL PROVISIONS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11, CHG 11: 11/20 WORK RESTRICTIONS

01 22 00.00 10 08/15 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 11/20 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 1: 02/20 QUALITY CONTROL

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 11/20 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15, CHG 4: 08/20 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 74 19.00 37 05/15 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 05/19, CHG 3: 05/22 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

DIVISION 09 - FINISHES

09 90 00 02/21 PAINTS AND COATINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 08/20, CHG 1: 02/21 METAL BUILDING SYSTEMS

Philpott Dam 1784132019

PROJECT TABLE OF CONTENTS

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

03 42 13.00 10 05/16 PLANT-PRECAST CONCRETE PRODUCTS FOR

BELOW GRADE CONSTRUCTION

03 45 33 05/16, CHG 1: 11/21 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 05 20.00 27 02/21 POST-INSTALLED ANCHORS

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

DIVISION 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

31 10 00 02/21 SITE CLEARING

31 11 00 ROCK SLOPE SCALING

31 36 11 12/18 ROCKFALL PROTECTION SYSTEMS

31 63 26 08/08 DRILLED SHAFTS

31 68 13 11/20 ROCK ANCHORS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 92 19 08/17, CHG 1: 08/21 SEEDING

32 96 00 08/17, CHG 1: 08/21 TRANSPLANTING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 00 11/21 STORMWATER UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

These Specification Sections were developed for the appropriate project needs under my direction and review.

PROJECT TABLE OF CONTENTS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 15 05/22 COMMON PIPING FOR HVAC

23 05 48.00 40 05/22 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 23 00 08/21 REFRIGERANT PIPING

DIVISION 26 - ELECTRICAL

26 05 19.10 10 05/16 INSULATED WIRE AND CABLE

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

PROJECT TABLE OF CONTENTS Page 1

Philpott Dam Landslide Mitigation 2018 June 15, 2023 10:41 AM

ATTACHMENT LI ST

This report lists all attachments in the text.

HINT: With this file opened as a report from the SI Processed Files folder, double-clicking a Section number will open the Section in the Editor.

SECTION SUBPART ATTACHMENT

01 33 00 1.8 Submittal Register 31 00 00 1.4 Report of Geotechnical Investigation -

Philpott Dam Landslide Mitigation (Apr 2023)

Attachment List

Philpott Dam Landslide Mitigation 2018 June 15, 2023 10:41 AM

THIS PAGE INTENTIONALLY LEFT BLANK

Attachment List

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11, CHG 1: 08/14 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 05 02/04 GENERAL AND SPECIAL PROVISIONS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11, CHG 11: 11/20 WORK RESTRICTIONS

01 22 00.00 10 08/15 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

01 35 26 11/20 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 1: 02/20 QUALITY CONTROL

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 11/20 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15, CHG 4: 08/20 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

PROJECT SIGN DETAILS

01 74 19.00 37 05/15 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 05/19, CHG 3: 05/22 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

03 42 13.00 10 05/16 PLANT-PRECAST CONCRETE PRODUCTS FOR

BELOW GRADE CONSTRUCTION

03 45 33 05/16, CHG 1: 11/21 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 05 20.00 27 02/21 POST-INSTALLED ANCHORS

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

DIVISION 09 - FINISHES

09 90 00 02/21 PAINTS AND COATINGS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 08/20, CHG 1: 02/21 METAL BUILDING SYSTEMS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 15 05/22 COMMON PIPING FOR HVAC

23 05 48.00 40 05/22 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 23 00 08/21 REFRIGERANT PIPING

DIVISION 26 - ELECTRICAL

26 05 19.10 10 05/16 INSULATED WIRE AND CABLE

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

31 00 00 Attachment A GEOTECHNICAL REPORT

31 10 00 02/21 SITE CLEARING

31 11 00 ROCK SLOPE SCALING

31 36 11 12/18 ROCKFALL PROTECTION SYSTEMS

31 63 26 08/08 DRILLED SHAFTS

31 68 13 11/20 ROCK ANCHORS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 92 19 08/17, CHG 1: 08/21 SEEDING

32 96 00 08/17, CHG 1: 08/21 TRANSPLANTING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 00 11/21 STORMWATER UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/ 11, CHG 1: 08/ 14

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET TITLE

NO

GENERAL

G-001 TITLE SHEET

G-002 INDEX OF DRAWINGS

CIVIL

C-100 PROJECT SETTING

C-101 EXISTING CONDITIONS & BORING LAYOUT

C-102 EXISTING CONDITIONS & BORING LAYOUT

C-103 PLAN - BASELINE LAYOUT

C-104 GRADING PLAN

C-105 SITE DRAINAGE PLAN

C-106 CONSTRUCTION SEQUENCING PLAN

C-200 DEMOLITION PLAN

C-201 SECANT PILE WALL PLAN & PROFILE

C-202 SECANT PILE WALL/LOCATION ELEVATION TABLE

C-203 LOWER AREA DETAIL PLAN

C-301 TYPICAL SECTION - ZONE 2

C-302 TYPICAL SECTION - ZONE 1

C-400 VADEQ PERMIT COVER SHEET

C-401 PHASE 1 - EROSION & SEDIMENT CONTROL PLAN

C-402 PHASE 1 - EROSION & SEDIMENT CONTROL PLAN

C-403 PHASE 2 - EROSION & SEDIMENT CONTROL PLAN

C-404 PHASE 2 - EROSION & SEDIMENT CONTROL PLAN

C-405 ESCP NOTES

C-406 ESCP NOTES

C-407 TYPICAL SECTION - ESCP MEASURES - ZONE 2

C-408 TYPICAL SECTION - ESCP MEASURES - ZONE 1

C-501 SECANT PILE WALL DETAILS

C-502 SECANT PILE WALL DETAILS

C-503 SECANT PILE WALL DETAILS

C-504 SECANT PILE WALL DETAILS

C-505 SECANT PILE WALL DETAILS

C-506 STORM DRAINAGE VAULT DETAILS

C-507 STORM DRAINAGE VAULT DETAILS

C-508 STRUCTURAL GENERAL NOTES

C-509 ROCKFALL MITIGATION / STORM DRAINAGE DETAILS

C-510 ROCKFALL MITIGATION DETAILS

C-511 ROCKFALL MITIGATION DETAILS

C-512 ROCKFALL MITIGATION DETAILS

DOCUMENT 00 01 15 Page 1

SHEET TITLE

C-513 ROCKFALL MITIGATION DETAILS

C-514 ROCKFALL MITIGATION DETAILS

C-515 STORM DRAINAGE DETAILS

C-516 STORM DRAIN PIPE PROFILE

C-517 MISCELLANEOUS DETAILS

C-518 SEDIMENT CONTROL DETAILS

C-519 SEDIMENT CONTROL DETAILS

C-520 TIMBER MATTING DETAIL

C-521 SECANT WALL TYPICAL SECTIONS

STRUCTURAL

S-001 GENERAL NOTES

S-002 DESIGN DATA

S-101 FOUNDATION

S-102 ROOF PLAN

S-501 TYPICAL FOUNDATION DETAILS

ARCHITECTURAL

A-001 SYMBOL LEGEND AND ABBRVIATIONS

AD101 DEMOLITION PLANS

AD201 DEMOLITION ELEVATIONS

A-101 CONSTRUCTION PLANS

A-201 CONSTRUCTION ELEVATIONS

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-501 DETAILS

A-601 DOOR AND FRAME SCHEDULE AND DETAILS

A-602 DOOR DETAILS

MECHANICAL

M-001 MECHANICAL - GENERAL NOTES AND LEGENDS

M-101 MECHANICAL - FLOOR PLANS - DEMOLITION & NEW

M-501 MECHANICAL - DETAILS

M-601 MECHANICAL - SCHEDULES

ELECTRICAL

E-001 ELECTRICAL - GENERAL NOTES, ABBREVIATIONS, SEISMIC REQUIREMENTS AND

ENERGY CODE

E-002 ELECTRICAL - DEMOLITION NOTES AND LEGENDS

ED101 ELECTRICAL - DEMOLITION NOTES AND LEGENDS

EP101 ELECTRICAL - FLOOR PLAN - POWER

EL101 ELECTRICAL - FLOOR PLAN - LIGHTING

E-501 ELECTRICAL - RISER DIAGRAM AND DETAILS

E-502 ELECTRICAL - DETAILS

E-601 ELECTRICAL - SCHEDULES

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 00 05

GENERAL AND SPECIAL PROVISIONS

02/04

PART 1 GENERAL

1.1 SCOPE OF WORK

The work consists of furnishing all labor, equipment, transportation, and materials necessary to perform all work in strict accordance with these specifications, schedules, Drawings, and other contract documents. The scope of work of this contract includes, but is not limited to, the following specific items of work:

1.2 SLOPE MITIGATION MEASURES

Slope mitigation measures include stabilization of upper dam access roadway, relocation of power, telephone and fiberoptic utilities, overburden soil removal, controlled rock scaling, installation of slope drape and rock bolts, installation of temporary concrete t-walls, installation of water and sediment control measures, and permanent rockfall catchment fence. Work shall be completed in accordance with the contract documents.

PART 2 PROJECT REQUIREMENTS:

2.1 CERTIFICATES OF COMPLIANCE AND MATERIAL SUBMITTALS

The Contractor shall submit for approval all certificates of compliance and material submittals required in these technical provisions. Required submittals shall be submitted for approval not later than 30 days prior to the approval date needed to achieve compliance with the approved project schedule. Approval must be received from the Contracting Officer or his representative before incorporating the materials into the work. The Contractor shall provide a Submittal Register listing all required submittals in the contract to the COR at the time of the first submittal.

Submittal Register (ENG Form 4288) shall be submited via the Resident Management System (RMS).

2.2 SAFETY AND ENVIRONMENTAL PLANS

The Contractor shall submit a safety plan in accordance with the current Corps of Engineers Safety Manual, EM-385-1-1, and shall submit an environmental protection plan in accordance with specifications Section 01 57 19 , TEMPORARY ENVIRONMENTAL CONTROLS, if included in these technical provisions.

2.3 QUALITY CONTROL

The Contractor shall provide the job superintendent's name and telephone number to the USACE Project Manager prior to commencement of work. The Contractor shall furnish a daily Contractor Quality Control (CQC)/Superintendent's work report to the Contracting Officer's Representative (COR). A sample CQC report form will be provided at the Preconstruction Conference. Contactor shall submit a Quality Control (QC)

SECTION 01 00 05 Page 1

Plan as outlined in Specification Section 01 45 00.00 10 QUALITY CONTROL.

2.4 DISPOSAL AND BORROW PERMITS

2.4.1 Disposal Permits

Contractor shall be responsible for all required Landfill Usage Permit/Disposal Permits in conformance with all local, State, and Federal requirements

State Law requires covering of loads of waste or recyclables to prevent litter.

All waste or recyclable material loads are subject to be inspected of their contents while being present at Philpott Dam.

2.5 HAUL ROUTES

The Contractor is required to use the haul routes shown on the contract drawings for transportation of construction debris or demolition materials unless otherwise permitted in writing by the COR. When haul routes are not designated in the contract, the Contractor must obtain approval in advance from the COR for the routes he intends to use. The axle load of earth-hauling equipment operating on paved streets shall not exceed the load capacity of the route used .

2.6 UTILITY OUTAGES AND ROAD CLOSURES

Utility outages may be held on normal work days, after hours or on weekend/holidays as coordinated with the Contracting Officer, Philpott Operations and the utility provider. The decision on when to have an outage (normal work hours, weekend, etc) will be based on the length of the outage and the normal business hours/hours of maximum usage for the facilities affected by the outage. Outages will be limited to a duration of 4 hours unless extenuating circumstances dictate otherwise. Contractor responsible for providing Utilities. The Government is not responsible for construction delay due to scheduled or unforeseen utility outages

In the case of road closures, all necessary signage, barricades, flagpersons, lights (including temporary traffic control lights), and markings for the safe movement of the public during construction shall be in accordance with the Manual on Uniform Traffic Control Devices, and in compliance with the EM 385-1-1 (most stringent requirement applies) shall be provided at no additional expense to the Government. Road Closure and Traffic Plan shall be submitted for Government review no less that 30-days in advance.

Any outage, interruption of service, operation of emergency gear, or any other compromise of any aspect of the normal or emergency electrical system shall be requested to the Governmentin writing by the Landslide Remediation Contractor a minimum of 30 days prior. The Government requires 14 days to review the request, internally coordinate the outage, and will provide alternate dates, if necessary. An approved date for the outage will be provided by the Government in writing.

SECTION 01 00 05 Page 2

PART 3 SPECIAL PROVISIONS:

3.1 OCCUPANCY

The project area will be occupied during construction. The Contractor personnel shall ensure Government personnel have 24/7 access to the project site without prior notification. The Contractor is responsible for providing such covering, shields, and barricades as are required to protect the adjacent areas from dust, debris, weather intrusion, or other cause of damage resulting from construction operations .

3.2 SPECIAL WORK CONSTRAINTS

3.2.1 Time Constraints.

All work will be performed during the hours of 0730 AM to 1600 PM

3.2.2 Special Coordination Requirements

Exterior electrical work shall be coordinated with the electrical utility provider and USACE . All utilities work shall be coordinated with Contracting Officer and the utility provider.

-- End of Section --

SECTION 01 00 05 Page 3

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 00 05 Page 4

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification 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 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes slope stability remediation to reduce the risk of personnel injury and damage to infrastructure due to landslide activity at the Philpott Dam site near Basset, Virginia and incidental related work.

1.2.2 Location

The work is located at the Philpott Dam in Henry County, Virginia. The exact location will be shown on the Plans and Specification.

1.3 OCCUPANCY OF PREMISES

The project area is adjacent to occupied areas.

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements , the Landslide Remediation contractor shall:

a. All removal or alteration existing work shall require prior government approval and shall be performed in such a manner as to prevent injury or damage to any portions of the existing features which will remain, nor shall any removal or alterations negatively impact the government operation nor of any other contractor performing work at Philpott .

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

1.5 LOCATION OF UNDERGROUND UTILITIES

Landslide Remediation shall o btain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities. Verify existing utility locations indicated on contract drawings, within area of work. All underground utilities additions / alterations shall be approved by the government in advance and

SECTION 01 11 00 Page 1 inspected prior to backfill and included in the As-built drawings.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/ 11, CHG 11: 11/ 20

PART 1 GENERAL

1.1 SUBMITTALS

All submittals shall be fully reviewed by Landslide Remediation contractor prior to submission to the government. Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification 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

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE)<br />in designated areas. Do not enter any restricted areas unless entry is required for the task and cleared by the government for such entry. Mark all Contractor equipment for identification

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and mobile 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.

1.2.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Work hours as indicated in section 01 00 05 GENERAL AND SPECIAL PROVISIONS, Special Work Constraints.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements

SECTION 01 14 00 Page 1 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 work area shall be properly lite, in full compliance with the EM 385-1-1, and approved by the Contracting Officer .

1.2.4 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer. Do not block nor partly obstruct access to any Building or appurtenances.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal 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 and inspected by the utility owner and government, except for the connection, before interrupting existing service. Contractor shall coordinate with utility owner and government provide no less than 15-day advance notice for inspection.

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

SECTION 01 14 00 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 PAYMENT ITEMS

1.2.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular 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.

1.2.1.1 Unit of Measure

Unit of measure: job.

1.2.1.2 MOBILIZATION AND DEMOBILIZATION

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.2.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit 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 each of the unit price items.

1.3 CLIN STRUCTURE

1.3.1 CLI N 001 Upper Road Cor r i dor

Item: 001 - Base Unit Price: Lump Sum Plan Quantity: 1 Destription: Includes temporary T-Walls and other work not

SECTION 01 22 00.00 10 Page 1 included in CLIN 001 Unit Cost Items

Item: 001. A - Pr i mar y Secant Pi l e Unit Price: Linear Foot Plan Quantity: 1788 Destription: Drilling in soil and rock, casing, cleaning and inspections of shaft, concrete forming, placement & curing, weep drains, walers, top finishing, parapet and miscellaneous details

Item: 001.B - Secondar y Secant Pi l e Unit Price: Linear Foot Plan Quantity: 1807 Destription: Drilling in soil and rock, casing, cleaning and inspections of shaft, reinforcing steel, concrete forming , placement & curing, pile testing, walers, top finishing, parapet and miscellaneous details

Item: 001.C - St r and Rock Anchor s Unit Price: Each Plan Quantity: 15 Destription: Drilling, anchor, grout, anchor head structure, inspection and testing

1.3.2 CLI N 002 West Sl ope ( Zone 1)

Item: 002 - Base Unit Price: Lump Sum Plan Quantity: 1 Destription: All work not included in CLIN 002 Unit Cost Items

Item: 002.A - Over bur den Removal Unit Price: Cubic Yard Plan Quantity: 29,400 Destription: All activities relating to removal and disposal of overburden

Item: 002.B - Spot Tr eat ment Rock Bol t s Unit Price: Each Plan Quantity: 40 Destription: Drilling, anchor, grout, inspection and testing

Item: 002.C - Spot Tr eat ment 100k Anchor s Unit Price: Each Plan Quantity: 5 Destription: Drilling, anchor, grout, inspection and testing

Item: 002.D - Spot Tr eat ment Mesh/ Gr out Unit Price: Square Foot Plan Quantity: 300 Destription: Cleaning, steel mesh, grout and finishing

1.3.3 CLI N 003 East Sl ope ( Zone 2)

Item: 003 - Base Unit Price: Lump Sum Plan Quantity: 1 Destription: All work not included in CLIN 003 Unit Cost Items

Item: 003.A - Excavat i on Unit Price: Cubic Yard Plan Quantity: 70,000

SECTION 01 22 00.00 10 Page 2

Destription: All activities relating to removal and disposal of soil and rock materials

1.3.4 CLI N 004 Lower Ar ea St or m Dr ai nage

Item: 004 - Base Unit Price: Lump Sum Plan Quantity: 1 Destription: All Activities

1.3.5 CLI N 005 Swi t chgear Bui l di ng

Item: 005 - Base Unit Price: Lump Sum Plan Quantity: 1 Destription: All Activities

1.3.6 CLI N 006 Mobi l i zat i on/ Demobi l i zat i on

Item: 006 - Base Unit Price: Lump Sum Plan Quantity: 1 Destription: All Activities

1.3.7 CLI N 007 Payment & Per f or mance Bonds

Item: 007 - Base Unit Price: Lump Sum Plan Quantity: 1 Destription: All Activities

1.4 CONTAMINATED SOIL REMOVAL

Not used.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 22 00.00 10 Page 3

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 22 00.00 10 Page 4

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20

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 -- Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S"classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification 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

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

SECTION 01 30 00 Page 1

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

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

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

1.6.2 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.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors 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.

1.6.4 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 ensure timely completion.

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

1.7 PRECONSTRUCTION CONFERENCE

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference . The conference must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value

SECTION 01 30 00 Page 2 engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out.

Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.8.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

1.9 MOBILIZATION

Contractor shall mobilize to the jobsite within 60 calendar days of contract award. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

SECTION 01 30 00 Page 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 4

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 Construction Sequencing Plan ; 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

Not used.

SECTION 01 32 01.00 10 Page 1

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. A detailed Construction Sequencing Plan must be submitted for review and approval by the Contracting Officer. S cheduling is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. 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.

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

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

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

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and 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.

SECTION 01 32 01.00 10 Page 2

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).

bnb. Submission and approval of traffic control plan.

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 and approval of fire protection specialist.

j. 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.

k. Air and water balancing.

l. Building commissioning - Functional Performance Testing.

m. Controls testing plan submission.

n. Controls testing.

o. Performance Verification testing.

p. Other systems testing, if required.

q. Contractor's pre-final inspection.

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

s. Government's pre-final inspection.

SECTION 01 32 01.00 10 Page 3

t. Correction of punch list from Government's pre-final inspection.

u. 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: environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

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

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

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

3.3.6.1 Workers Per Day (WRKP)

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

3.3.6.2 Responsible Party Coding (RESP)

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

SECTION 01 32 01.00 10 Page 4 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 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 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 procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and

SECTION 01 32 01.00 10 Page 5 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 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.

SECTION 01 32 01.00 10 Page 6

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 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.

SECTION 01 32 01.00 10 Page 7

3.3.13 Original Durations

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