24QB088 Spec Sheet.pdf

KSC FORM 21-2C NS (REV. 06/04) PREVIOUS EDITIONS ARE OBSOLETE

NOTICE – WHEN GOVERNMENT DRAWINGS, SPECIFICATIONS, OR OTHER DATA ARE USED FOR ANY PURPOSE OTHER THAN IN CONNECTION WITH A DEFINITELY RELATED GOVERNMENT PROCUREMENT OPERATIONS. THE UNITED STATES GOVERNMENT THEREBY INCURS NO RESPONSIBILITY NOR ANY OBLIGATION WHATSOEVER AND THE FACT THAT THE GOVERNMENT MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS, SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE AS IN ANY MANNER LICESING THE HOLDER OR ANY OTHER PERSON OR CORPORATIONS, OR CONVEYING ANY RIGHTS OR PERMISSION TO MANUFACTURERS, USE, OR SELL ANY PATENTED INVENTION THAT MAY IN ANY WAY BE RELATED THERETO.

APPLICATION REVISION HISTORY

NEXT ASSY USED ON PART NO. ZONE REV DESCRIPTION DATE APPROVAL

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES.

INTERPRET DIMENSIONS AND

TOLERANCES PER ASME Y14.5M-

1994. TOLERANCES ON:

FRACTIONS DECIMALS ANGLES

THIRD ANGLE PROJECTION

CAD MAINTAINED.

CHANGES SHALL BE INCORPORATED

ONLY BY THE DESIGN ACTIVITY.

ORIGINAL DATE OF DWG

(YY/MM/DD)

JOHN F. KENNEDY SPACE CENTER, NASA

KENNEDY SPACE CENTER, FLORIDA

APPROVED

SOFTWARE

FILE NAME

MATERIAL

HEAT TREATMENT SIZE A CAGE CODE DWG NO REV

FINAL PROTECTIVE FINISH SCALE UNIT WEIGHT SHEET OF

Architect/Engineer of Record Certification

Project Title:

Project Control Number:

Project Drawing Number:

Project Specification Number:

Project Calculations/Data Manual Number:

Edit/delete/add disciplines specific to the project.

NASA Approvals

Discipline Name ST License No.

Signature

Architectural

Electrical

A&E Project Manager

Discipline Name Signature

Architectural

Civil

Environmental

Structural

Mechanical

Electrical

Fire Protection

NASA Project Manager

NASA Branch Manager

CUI

HammockW Contractor

FL

HammockW Contractor

FL

HammockW Contractor

FL

HammockW Contractor

FL

HammockW Contractor

FL

HammockW Contractor

FL

HammockW Contractor 99099

HammockW Contractor 70708

HammockW Contractor 53292

HammockW Contractor 58082

HammockW Contractor 72506

HammockW Contractor 99567

Architect/Engineer of Record Certification

Project Title:

Project Control Number:

Project Drawing Number:

Project Specification Number:

Project Calculations/Data Manual Number:

Edit/delete/add disciplines specific to the project.

NASA Approvals

Discipline Name ST License No.

Signature

Discipline Name Signature

Architectural

Civil

Environmental

Structural

Mechanical

Electrical

Fire Protection

NASA Project Manager

NASA Branch Manager

HammockW Contractor 45290

HammockW Contractor

FL

Construct Launch Abort System Hangar, M7-1459 79K50506

PCN 99395

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 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS

01 32 16.00 20 08/18, CHG 1: 08/20 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

01 32 17.00 20 05/18, CHG 3: 08/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

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

01 35 26 11/20, CHG 4: 08/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 40 08/23 QUALITY CONTROL

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

01 83 00.07 40 02/18 RELIABILITY CENTERED ACCEPTANCE FOR

FACILITY SHELLS

01 86 26.07 40 02/18 RELIABILITY CENTERED ACCEPTANCE FOR

ELECTRICAL SYSTEMS

01 91 00.15 05/23, CHG 1: 08/23 BUILDING COMMISSIONING

01 91 19 05/2023 BUILDING ENCLOSURE COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 5: 08/23 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

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

05 25 00 10/23 ARCH-SPAN

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

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 19 00 08/23 WATER REPELLENTS

07 21 13 08/23 BOARD AND BLOCK INSULATION

07 21 16 08/23 MINERAL FIBER BLANKET INSULATION

07 42 13 05/11, CHG 2: 02/18 METAL WALL PANELS

07 92 00 08/23 JOINT SEALANTS

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

PROJECT TABLE OF CONTENTS Page 1 11/15/2023

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 90 00 02/21 PAINTS AND COATINGS

DIVISION 21 - FIRE SUPPRESSION

21 13 26.00 98 07/20 DELUGE FIRE SUPPRESSION SPRINKLER

SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

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

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

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

SYSTEMS

23 08 00 05/23 COMMISSIONING OF MECHANICAL AND

PLUMBING SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL

26 05 26.00 40 08/19 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 05 71.00 40 08/23 LOW VOLTAGE OVERCURRENT PROTECTIVE

DEVICES

26 09 23.00 40 08/19 LIGHTING CONTROL DEVICES

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 08/19 PANELBOARDS

26 27 13.10 30 10/07, CHG 2: 08/18 ELECTRIC METERS

26 28 21.00 40 08/23 AUTOMATIC TRANSFER SWITCHES

26 41 00 08/23 LIGHTNING PROTECTION SYSTEM

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

26 52 00.00 40 08/23 EMERGENCY LIGHTING

26 53 00.00 40 08/23 EXIT SIGNS

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 08/23 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 00.00 98 07/20 FIRE DETECTION AND ALARM

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

PROJECT TABLE OF CONTENTS Page 2 11/15/2023

31 11 00 11/18 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 23 05/22 GRADED CRUSHED AGGREGATE BASE COURSE

FOR FLEXIBLE PAVING

32 12 13 05/17 BITUMINOUS PRIME COATS

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

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

32 92 23 04/06, CHG 1: 08/21 SODDING

DIVISION 33 - UTILITIES

33 11 00 02/18, CHG 1: 02/22 WATER UTILITY DISTRIBUTION PIPING

33 40 00 11/21 STORMWATER UTILITIES

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

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SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11, CHG 1: 08/14

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

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DOCUMENT 00 01 15 Page 2 11/15/2023

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.

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NO. TITLE

G001 COVER SHEET

G002 INDEX OF DRAWINGS, GENERAL NOTES, & ABBREVIATIONS

C001 EXISTING CONDITIONS PLAN

C201 DEMOLITION PLAN

C301 SITE PLAN

C302 FENCING & SECURITY PLAN

C303 FIRE WATER SUPPLY PLAN

C304 MARKING, SIGNAGE, & MOT PLAN

C305 GRADING & DRAINAGE PLAN

C306 PAVEMENT ELEVATION & JOINTING PLAN

C307 EROSION CONTROL & SODDING PLAN

C311 CIVIL DETAILS

C312 CIVIL DETAILS

C313 CIVIL DETAILS

C314 CIVIL DETAILS

C321 FENCE DETAILS

C322 FENCE DETAILS

C331 FIRE WATER SUPPLY DETAILS

C332 FIRE WATER SURGE TANK & THRUST BLOCK DETAILS

C411 EROSION CONTROL NOTES

C412 EROSION CONTROL DETAILS

C501 MASTER CROSS SECTION PLAN

C511 SOUTHERN ACCESS RD & NORTH-SOUTH STATIONING CROSS SECTION

C512 SOUTHERN ACCESS RD & NORTH-SOUTH STATIONING CROSS SECTION

C513 SOUTHERN ACCESS RD & NORTH-SOUTH STATIONING CROSS SECTION

C514 SOUTHERN ACCESS RD & NORTH-SOUTH STATIONING CROSS SECTION

C515 NORTHERN ACCESS RD & EAST-WEST STATIONING CROSS SECTION

C516 NORTHERN ACCESS RD & EAST-WEST STATIONING CROSS SECTION

S000 STRUCTURAL NOTES

S001 COMPONENTS AND CLADDING

S100 FOUNDATION PLAN AND SOG PLAN

S200 FRAMING ELEVATION

S301 SECTIONS

S501 DETAILS

S502 MISC. PIPE SUPPORT DETAILS

A001 ABBREVIATIONS & LEGENDS

A006 LIFE SAFETY PLAN

A100 FLOOR PLAN

DOCUMENT 00 01 15 Page 3 11/15/2023

A110 ROOF PLAN

A150 REFLECTED CEILING PLAN

A200 EXTERIOR ELEVATIONS

A300 BUILDING SECTIONS

A301 WALL SECTIONS & DETAILS

A600 ROOM FINISH/DOOR SCHEDULE AND DETAILS

P001 PLUMBING LEGEND

P101 PLUMBING PRESSURE FLOOR PLAN

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

P701 PLUMBING ISOMETRIC PRESSURE PLAN

M001 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES

M101 MECHANICAL FLOOR PLAN

M401 MECHANICAL SECTIONS

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

I700 MECHANICAL INSTRUMENTATION CONTROL LEGEND

I701 MECHANICAL INSTRUMENTATION CONTROL DIAGRAMS

I702 MECHANICAL INSTRUMENTATION CONTROL DIAGRAMS

E001 ABBREVIATIONS

EG101 GROUNDING FLOOR PLAN

EG102 LIGHTNING PROTECTION ROOF PLAN

EG103 SOUTH BUILDING LIGHTNING PROTECTION ELEVATION

EG104 WEST WALL LIGHTNING PROTECTION ELEVATION

EL101 LIGHTING FLOOR PLAN

EL701 LUMINAIRE SCHEDULES AND PHOTOMETRICS

EL702 LUMINAIRE SCHEDULES AND PHOTOMETRICS

EL703 LUMINAIRE SCHEDULES AND PHOTOMETRICS - OUTSIDE FENCE

EP101 POWER FLOOR PLAN

EP501 ELECTRICAL DETAILS

EP502 ELECTRICAL DETAILS

EP601 SINGLE LINE DIAGRAM

EP701 SCHEDULES

ES101 ELECTRICAL SITE PLAN

T101 TELECOM FLOOR PLAN

T501 TELECOM DETAILS

TY101 SECURITY FLOOR PLAN

FA001 FIRE ALARM ABBREVIATIONS AND GENERAL NOTES

FA101 FIRE ALARM PLANS

FA102 FLAME DETECTION COVERAGE PLAN

FA103 FLAME DETECTOR VERTICAL FIELD OF VIEW

FA501 FIRE ALARM DETAILS

FP001 FIRE PROTECTION ABBREVIATIONS AND GENERAL NOTES

FP101 FIRE PROTECTION FLOOR PLANS

FP102 FIRE PROTECTION SECTIONS

FP103 FIRE PROTECTION SERIES

FP104 FIRE PROTECTION BRANCHLINE SECTIONS

FP105 FIRE PROTECTION BRANCHLINE SECTIONS

FP501 FIRE PROTECTION DETAILS

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 CONTRACT DRAWINGS

1.4 ON-SITE PERMITS

1.4.1 Utility Outage Requests and Utility Connection Requests

1.4.2 Excavation, Welding, and Burning Permits

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

1.6 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

1.7 GOVERNMENT-INSTALLED WORK

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Excavation Permits

Welding Permits

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The scope of work includes the new construction of a one story at grade Launch Abort System (LAS) Hangar facility, roughly 7,700 sf, with surrounding infrastructure and site-related work. Including:

a. General grading and underground utilities to accommodate the building design, with electrical, water, fire suppression water, and comm/IT connections from beyond the site line within the site.

b. Two drive aisles to connect to existing roads with a 30'-0" concrete apron around the Hangar will be constructed.

c. Security fencing and gates surrounding the apron.

d. Interior and exterior lighting with a minimum interior lighting of 50 footcandles at finished floor elevation.

e. Lightning protection system.

f. Grounding for the facility, ordinance, future workbench (es), and any other necessary item.

g. Electrical distribution system to ensure sufficient capacity is available for its intended future use as a LAS operating facility.

Future use includes equipment such as GFE air compressor, GFE permanent generator, GFE crane loads, and LAS hook up.

h. Structural system for the building. The LAS hangar has 12'-0" concrete walls with a K-Span roof system connecting above. The north

SECTION 01 11 00 Page 3 11/15/2023 and south walls have HSS framing as support. The floor slab and foundations are designed with two integral crane rails and a Gantry Crane to facilitate future use. The Gantry Crane is not currently in scope.

i. Two man doors and two roll-up doors for access into the hangar

j. Plumbing includes hose bib connections exterior of the building envelope and two emergency eye wash stations and a humidified within the building envelope.

k. Mechanical system has two packages air conditioning units, and a humidifier, with distribution handles via fabric duct socks. HVAC units maintain positive air pressure, with strict temperature and humidity requirements and remote monitoring capabilities.

l. Mechanical equipment controls and connections to the building automation system.

m. Fire alarm systems including flame detectors, and activation stations.

n. Fire protection system including deluge system, branch lines, hangars, and riser.

The site falls between F Ave SE and G Ave E, and 10th St SE and 9th St SE at Kennedy Space Center.

The nearby panel MDP-A in equipment building M7-1412A (approximately 400' east of the new LAS storage facility) supports the additional loads required for this new facility and a medium voltage feeder or new transformer are not required.

1.2.2 Location

The work is located at the NASA Kennedy Space Center (KSC) between F Ave SE and G Ave E, and 10th St SE and 9th St SE, approximately as indicated.

The exact location will be shown by the Contracting Officer.

1.3 CONTRACT DRAWINGS

The contract drawings are listed in Section 00 01 15 LIST OF DRAWINGS.

1.4 ON-SITE PERMITS

1.4.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 15 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

SECTION 01 11 00 Page 4 11/15/2023

1.4.2 Excavation, Welding, and Burning Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Excavation Permits 14 calendar days prior to work

Welding Permits 14 calendar days prior to work

Post permits at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

1.5 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of 5 business days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.6 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish materials and equipment for installation by the Contractor as indicated on the drawings. This includes the Gantry Crane and Air Compressor.

1.7 GOVERNMENT-INSTALLED WORK

As indicated on the drawings. This includes the Gantry Crane, and Air Compressor.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 1: 02/23

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 Subcontractors and Personnel Contacts

1.2.1.2 No Smoking Policy

1.2.2 Occupied Buildings

1.2.3 Utility Cutovers and Interruptions

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 1: 02/23

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 Contractor Quality Control approval. 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) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.2.1.1 Subcontractors and Personnel Contacts

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

1.2.1.2 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 Occupied Buildings

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

1.2.3 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.

SECTION 01 14 00 Page 3 11/15/2023

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and other utilities are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 12 hours. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18, CHG 1: 08/20

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

1.3.1.1 Activity Requirements

1.3.1.2 Anticipated Weather Lost Work Days

1.3.1.3 Activity Identification

1.3.1.4 Responsibility Code

1.3.1.5 Primavera P6 Settings and Parameters

1.3.1.6 Microsoft Project 2010 Settings and Parameters

1.3.1.7 Cost Loading Microsoft Project 2010 Schedules

1.3.1.7.1 Software Settings

1.3.1.7.2 Tabular Reports

1.3.1.7.2.1 Tracking Gantt Schedule with Cost Table

1.3.1.7.2.2 Earned Value Over Time Report

1.3.2 Bar Chart Schedule

1.3.3 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 CONTRACT MODIFICATION

1.6 3-WEEK LOOK AHEAD SCHEDULE

1.7 CORRESPONDENCE AND TEST REPORTS:

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18, CHG 1: 08/20

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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule ; G

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Within 30 calendar days after contract award and Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Network Analysis Schedule (NAS) Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules using Primavera P6 or Microsoft Project 2010.Importing data into the scheduling program using data conversion techniques or third party software is cause for rejection of the submitted schedule.

SECTION 01 32 16.00 20 Page 3 11/15/2023

Within 15 calendar days after approval of the Initial Schedule , submit to the Contracting Officer a final NAS schedule.

1.3.1.1 Activity Requirements

a. At a minimum, identify the following in the schedule:

(1) Construction time for major systems and components

(2) Each activity assigned with its appropriate Responsibility Code

(3) Each activity assigned with its appropriate Phase and Area Codes

(4) Major submittals and submittal processing time

(5) Major equipment lead time

b. Build the Schedule as follows:

(1) Show submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, Mandatory Inspection Points, testing, and closeout activities.

Government and Contractor on-site work activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days for 5-day work week calendars.

(2) With the exception of the Contract Award and End Contract milestone activities, use of open-ended activities is not allowed;

each activity must have predecessor and successor ties. No activity must have open start or open finish (dangling) logic.

Minimize redundant logic ties. Once an activity exists on the schedule it must not be deleted or renamed to change the scope of the activity and must not be removed from the schedule logic without approval from the Contracting Officer. While an activity cannot be deleted, where said activity is no longer applicable to the schedule but must remain within the logic stream for historical record, it can be changed to a milestone. Document any such change in the milestone's "Notebook," including a date and explanation for the change. The ID number for a deleted activity must not be re-used for another activity.

(3) Assign each activity its appropriate Responsibility Code and Area Code, indicating location and responsibility to accomplish the work indicated by the activity, Phase Code, and Work Location Code. Include anticipated tasks to be assigned Government responsibility.

(4) Date/time constraints or lags, other than those required by the contract, are not allowed unless approved by the Contracting Officer. Include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date".

(5) Include the following Contract Milestones:

(a) Include as the first activity on the schedule a start milestone titled "Contract Award", which must have a Mandatory Start constraint equal to the Contract Award Date;

(b) Include Interim or Phased Completion Milestones required by

SECTION 01 32 16.00 20 Page 4 11/15/2023 the Contract or as approved by the Contracting Officer;

(c) Include Facility Turnover Planning Meeting Milestones;

(d) Include an unconstrained finish milestone on the schedule titled "Substantial Completion". Substantial Completion is defined as the point in time the Government would consider the project ready for beneficial occupancy wherein by mutual agreement of the Government and Contractor. Government use of the facility is allowed while construction access continues in order to complete remaining items (e.g. punch list and other close out submittals).

(e) Include an unconstrained finish milestone on the schedule titled "Projected Completion". Projected Completion is defined as the point in time the Government would consider the project complete. This milestone must have the Contract Completion Date (CCD) milestone as its only successor.

(f) Include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)" with constraint type "Must Finish No Later Than". Calculation of schedule updates must be such that if the finish of the "Projected Completion" milestone falls after the contract completion date, then negative float will be calculated on the longest path and if the finish of the "Projected Completion" milestone falls before the contract completion date, the float calculation must reflect positive float on the longest path. This milestone must be set to 5:00 pm.

(6) Provide lead time for major equipment.

1.3.1.2 Anticipated Weather Lost Work Days

Use the National Oceanic and Atmospheric Administration's (NOAA) Summary of Monthly Normals report to obtain the historical average number of days each month with precipitation, using a nominal 30-year, greater than 0.10 inch precipitation amount parameter, as indicated on the Station Report for the NOAA location closest to the project site as the basis for establishing a "Weather Calendar" showing the number of anticipated non-workdays for each month due to adverse weather, in addition to Saturdays, Sundays and all Federal Holidays as non-work days.

Assign the Weather Calendar to any activity that could be impacted by adverse weather. The Contracting Officer will issue a modification in accordance with the contract clauses, giving the Contractor a time extension for the difference of days between the anticipated and actual adverse weather delay if the number of actual adverse weather delay days exceeds the number of days anticipated for the month in which the delay occurs and the adverse weather delayed activities are on the longest path to contract completion in the period when delay occurred. A lost workday due to weather conditions is defined as a day in which the Contractor cannot work at least 50 percent of the day on the impacted activity.

Impacts resulting from adverse weather must be documented in Narrative Report for the month that it occurred.

Make changes to P6 project calendars to reflect as-built conditions where work occurred where originally anticipated as non-work days, and where work did not occur (lost work day).

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1.3.1.3 Activity Identification

a. Identify Government, Construction Quality Management (CQM), Construction activities planned for the project and other activities that could impact project completion if delayed.

b. Identify administrative type activity/milestones including pre-construction submittal and permit requirements prior to demolition or construction stage.

c. Create separate activities for each Phase, Area, Floor Level, and Location the activity is occurring.

d. Do not use construction category activity to represent non-work type reference (Such as, Serial Letter or Request for Information) in NAS.

e. Place non-work reference within P6 activity details notebook. Activity categories included in the schedule are specified below.

1.3.1.4 Responsibility Code

Assign each activity its appropriate Responsibility Code indicating responsibility to accomplish the work indicated by the activity, Phase Code and Work Location Code.

1.3.1.5 Primavera P6 Settings and Parameters

Use the following Primavera P6 settings and parameters in preparing the Baseline Schedule. Deviation from these settings and parameters, without prior consent of the Contracting Officer, is cause for rejection of schedule submission.

a. General: Define or establish Calendars and Activity Codes at the "Project" level, not the "Global" level.

b. Admin Drop-Down Menu, Admin Preferences, Time Periods Tab:

(1) Set time periods for P6 to 8.0 Hours/Day, 40.0 Hours/Week, 172.0 Hours/Month and 2000.0 Hours/Year.

(2) Use assigned calendar to specify the number of work hours for each time period: Must be checked.

c. Admin Drop-Down Menu, Admin Preferences, Earned Value Tab: Earned Value Calculation: Use "Budgeted values with current dates".

d. Project Level, Dates Tab: Set "Must Finish By" date to "Contract Completion Date", and set "Must Finish By" time to 05:00pm.

e. Project Level, Defaults Tab:

(1) Duration Type: Set to "Fixed Duration & Units".

(2) Percent Complete Type: Set to "Physical".

(3) Activity Type: Set to "Task Dependent".

(4) Calendar: Set to "Standard 5 Day Workweek". Calendar must reflect Saturday, Sunday and all Federal holidays as non-work days.

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Alternative calendars may be used with Contracting Officer approval.

f. Project Level, Calculations Tab:

(1) Activity percent complete based on activity steps: Must be Checked.

(2) Reset Remaining Duration and Units to Original: Must be Checked.

(3) Subtract Actual from At Completion: Must be Checked.

(4) Recalculate Actual units and Cost when duration percent complete changes: Must be Checked.

(5) Link Actual to Date and Actual This Period Units and Cost: Must be Checked.

(6) Price/Unit: Set to "$1/h".

(7) Update units when costs change on resource assignments: Must be Unchecked.

g. Project Level, Settings Tab:

(1) Define Critical Activities: Check "Longest Path".

h. The NAS must have a minimum of 30 construction activities. No on-site construction activity may have durations in excess of 20 working days.

1.3.1.6 Microsoft Project 2010 Settings and Parameters

Use the following MS Project 2010 settings and parameters in preparing the Baseline Schedule:

a. The Network must have a minimum of 30 construction activities.

b. No on-site construction activity may have durations in excess of 20 working days.

c. Critical is defined as having zero days of Total Slack. Within the Baseline Schedule no more than 20 percent of the activities shall be critical.

d. Logic: include the following setting: File, Options, Schedule tab - Split in-progress tasks - must be selected.

e. Status Date gridline is displayed in the Gantt Chart view.

f. Task Type is set to Fixed Work for "boots-on-the-ground" construction activities.

g. Task Type is set to Fixed Duration for design activities, submittals, Government reviews, procurement, material/equipment delivery, and utility outages.

h. "Effort Driven" is turned ON for Fixed Duration tasks.

i. Time Periods established for the project are set to 8 Hrs/Day, 40 Hrs/Week and 20 days/month.

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j. Week starts on Monday must be selected.

k. Default start time is set to 8am (0800).

l. Default end time is set to 5pm (1700).

1.3.1.7 Cost Loading Microsoft Project 2010 Schedules

Assign material, labor and equipment costs to their respective Construction Activities. Assign material and equipment costs, for which payment will be requested in advance of installation, to their respective procurement activity (i.e. the material/equipment on-site activity).

Evenly disperse overhead and profit to each activity over the duration of the project. Cost loading must total to 100 percent of the value of the contract.

1.3.1.7.1 Software Settings

a. Resource Sheet

(1) Resource Name: Enter each code and resource for the project

(2) Type: Set to "Material"

(3) Material Label: Enter units of measurement for each resource

(4) Std. Rate: Enter unit cost for each resource

(5) Accrue at: Set to "Prorated"

b. Assigning Resources to Each Activity

(1) Select each activity in Gantt Chart

(2) Assign resources, Resource Tab

(3) Select each resource and enter the quantity of the units; then, assign the resource(s) to the activity

c. Baseline for Earned Value Calculation, File Tab, Options, Advanced, Default task Earned Value method: Set to "Physical Percent Complete" or as directed by the Contracting Officer

1.3.1.7.2 Tabular Reports

1.3.1.7.2.1 Tracking Gantt Schedule with Cost Table

Submit a Tracking Gantt Schedule with each schedule update showing activity baseline cost, cost percent complete, and Budgeted Cost of Work Performed (BCWP), as directed by the Contracting Officer.

1.3.1.7.2.2 Earned Value Over Time Report

a. With each schedule submission, submit Earned Value Over Time Report S-Curves indicating Planned Value to the contract completion date based on projected early and late activity finish dates and Earned Value.

b. Revise Earned Value Over Time Report S-Curves when the contract is modified, or as directed by the Contracting Officer.

1.3.2 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, SECTION 01 32 16.00 20 Page 8 11/15/2023

Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

1.3.3 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA must illustrate the influence of each change or delay on the Contract Completion Date or milestones. No time extensions will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish

SECTION 01 32 16.00 20 Page 9 11/15/2023 beyond the Contract Completion Date.

a. Each TIA must be in both narrative and schedule form. The narrative must define the scope and conditions of the change; provide start and finish dates of impact, successor and predecessor activity to impact period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission must consist of three native files:

(1) Fragnet used to define the scope of the changed condition

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all activity progress as of the time of the impact start date.

(3) The impacted schedule that has the fragnet inserted in the updated schedule and the schedule "run" so that the new completion date is determined.

b. For claimed as-built project delay, the inserted fragnet TIA method must be modified to account for as-built events known to occur after the data date of schedule update used.

c. TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay. Apportionment must provide identification of delay type and classification of delay by compensable and non-compensable events.

The associated narrative must clearly describe analysis methodology used, and the findings in a chronological listing beginning with the earliest delay event.

(1) Identify and classify types of delays as follows:

(a) Force majeure delay (e.g. weather delay): Any delay event caused by something or someone other than the Government (including its agents) or the Contractor, or the risk of which has not been assigned solely to the Government or the Contractor. If the force majeure delay is on the critical path, in absence of other types of concurrent delays, the Contractor is granted an extension of contract time, classified as a non-compensable event.

(b) A Contractor-delay: Any delay event caused by the Contractor, or the risk of which has been assigned solely to the Contractor.

If the contractor-delay is on the critical path, in absence of other types of concurrent delays, Contractor is not granted extension of contract time, and classified as a non-compensable event. Where absent other types of delays, and having impact to project completion, provide a Corrective Action Plan, identifying plan to mitigate delay, to the Contracting Officer.

(c) A Government-delay: Any delay event caused by the Government, or the risk of which has been assigned solely to the Government.

If the Government-delay is on the longest path, in absence of other types of concurrent delays, the Contractor is granted an extension of contract time, and classified as a compensable event.

(2) Use functional theory to analyze concurrent delays, where:

Separate delay issues delay project completion, do not necessarily occur at same time, rather occur within same monthly schedule

SECTION 01 32 16.00 20 Page 10 11/15/2023 update period at minimum, or within same as-built period under review. If a combination of functionally concurrent delay types occurs, it is considered Concurrent Delay, which is defined in the following combinations:

(a) Government-delay concurrent with Contractor-delay: Excusable time extension, classified non-compensable event.

(b) Government-delay concurrent with force majeure delay:

Excusable time extension, classified non-compensable event.

(c) Contractor-delay concurrent with force majeure delay:

Excusable time extension, classified non-compensable event.

(3) A pacing delay, reacting to another delay (parent delay) equally or more critical than paced activity, must be identified prior to pacing. Contracting Officer will notify Contractor prior to pacing. Contractor must notify Contracting Officer prior to pacing. Notification must include identification of parent delay issue, estimated parent delay time period, paced activity(s) identity, and pacing reason(s). Pacing Concurrency is defined as follows:

(a) Government-delay concurrent with Contractor-pacing: Excusable time extension, classified compensable event.

(b) Contractor-delay concurrent with Government-pacing:

Inexcusable time extension, classified non-compensable event.

1.6 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

1.7 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the

SECTION 01 32 16.00 20 Page 11 11/15/2023 remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 16.00 20 Page 12 11/15/2023

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

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COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

05/18, CHG 3: 08/20

PART 1 GENERAL

1.1 DEFINITIONS

1.2 SCHEDULE REQUIREMENTS PRIOR TO THE START OF WORK

1.2.1 Preliminary Scheduling Meeting

1.2.2 Project Baseline Schedule

1.3 THREE-WEEK LOOK AHEAD SCHEDULE

1.3.1 Weekly CQC Coordination and Production Meeting

1.3.2 Look Ahead Schedule Requirements

1.4 MONTHLY NETWORK ANALYSIS

1.4.1 Monthly Network Analysis Updates

1.4.2 As-Built Schedule

1.5 CORRESPONDENCE AND TEST REPORTS

1.6 ADDITIONAL SCHEDULING REQUIREMENTS

1.7 SUBMITTALS

1.8 SOFTWARE

1.9 DESIGNATED PROJECT SCHEDULER

1.9.1 Qualifications

1.9.2 Duties

1.10 NETWORK SYSTEM FORMAT

1.10.1 Schedule Activity Properties and Level of Detail

1.10.1.1 Activity Identification and Organization

1.10.1.2 Activity Logic

1.10.1.3 Longest Path Activity Baseline Limitation

1.10.1.4 Assigned Calendars

1.10.1.5 Activity Categories

1.10.1.5.1 Pre-construction Activities

1.10.1.5.2 Procurement Activities

1.10.1.5.3 Government Activities

1.10.1.5.4 Construction Quality Management (CQM) Activities

1.10.1.5.5 Construction Activities

1.10.1.5.6 Turnover and Closeout Activities

1.10.1.5.7 Testing of HVAC - TAB and PVT Activities

1.10.1.6 Contract Milestones and Constraints

1.10.1.6.1 Project Start Date Milestones

1.10.1.6.1.1 Post-Award Kickoff (PAK) meeting Milestone

1.10.1.6.2 Pre-Construction Meeting Milestone

1.10.1.6.3 Preconstruction Submittals Finish Milestone

1.10.1.6.4 Contractor Mobilization Finish Milestone

1.10.1.6.5 Substantial Completion Milestone

1.10.1.6.6 Projected Completion Milestone

1.10.1.6.7 Contract Completion Date (CCD) Milestone

1.10.1.6.8 Additional Milestones

1.10.1.7 Work Breakdown Structure & Activity Code

1.10.1.7.1 Work Breakdown Structure (WBS)

1.10.1.7.2 Responsibility Code

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1.10.1.7.3 Activity Category Code

1.10.1.7.4 Construction Specification Institute (CSI)

Masterformat Code

1.10.1.8 Adverse Weather Lost Work Days

1.10.1.9 Cost Loading

1.10.1.9.1 Cost Loading Activities

1.10.1.9.2 Partial Payment

1.10.2 Schedule Software Settings and Restrictions

1.10.3 Required Tabular Reports and Native P6 XER Files

1.11 CONTRACT MODIFICATION

1.11.1 Time Impact Analysis (TIA)

1.12 PROJECT FLOAT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 32 17.00 20 Page 2 11/15/2023

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COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

05/18, CHG 3: 08/20

PART 1 GENERAL

1.1 DEFINITIONS

The cost-loaded Network Analysis Schedule (NAS) is a tool to manage the project, both for Contractor and Government activities. The NAS is also used to report progress, evaluate time extensions, and provide the basis for progress payments.

For consistency, when scheduling software terminology is used in this section, the terms in Primavera's scheduling programs are used.

1.2 SCHEDULE REQUIREMENTS PRIOR TO THE START OF WORK

1.2.1 Preliminary Scheduling Meeting

Before preparation of the Project Baseline Schedule, and prior to the start of work, meet with the Contracting Officer to discuss the proposed schedule and the requirements of this section. Propose projected data dates for monthly update schedules for the project and incorporate each monthly update submittal into submittal register. Discuss required forms, terminology, and submittal requirements of this section and other requirements related to schedule management for this contract.

1.2.2 Project Baseline Schedule

Submit the Baseline NAS within 30 calendar days after contract award.

Data date must be set to contract award date and no progress statused for any activity. Only bonds may be paid prior to acceptance of the Baseline NAS. The acceptance of a Baseline NAS is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoices(s) for any items other than bonds.

c. Review of any schedule updates.

Submittal of the Baseline NAS is the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents and represents the Contractor's plan on how the work will be accomplished.

Provide all items listed in paragraph REQUIRED TABULAR REPORTS AND NATIVE P6 XER FILES with baseline NAS submittal.

1.3 THREE-WEEK LOOK AHEAD SCHEDULE

1.3.1 Weekly CQC Coordination and Production Meeting

Deliver electronic file of 3-Week Look Ahead Schedule to the Contracting Office at least 24 hours prior to the weekly scheduled CQC Coordination and Production Meeting. Contractor is required to provide all attendees at the CQC Coordination and Production Meeting with a hard copy of the

SECTION 01 32 17.00 20 Page 3 11/15/2023

3-Week Look Ahead Schedule.

1.3.2 Look Ahead Schedule Requirements

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Project Network Analysis Schedule. Requirements include:

a. For each Look Ahead schedule activity, identify parent NAS activity number(s). The parent NAS activity is the activity in the NAS that would incorporate the Look Ahead schedule activity requirement and or scope of work.

b. Update schedule each week to show the planned work for the current and following two-week period. Also include previous week, as-built work, showing actual start and finish dates.

c. Include upcoming outages, closures, preparatory meetings, and initial meetings, testing and inspections.

d. Clearly identify longest path activities on the Three-Week Look Ahead Schedule. Include a key or legend that distinguishes longest path activities. Include all Longest Path activity NAS start/finish dates exceeded and/or occurring during this period.

e. The detail work plans are to be bar chart type schedules, derived from but maintained separately from the Project NAS on an electronic spreadsheet program and printed on 11 by 17 inch sheets as directed by the Contracting Officer.

f. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work.

1.4 MONTHLY NETWORK ANALYSIS

Submittal of Monthly NAS is the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents and represents the Contractor's plan on how the work will be accomplished.

Provide all items listed in paragraph REQUIRED TABULAR REPORTS AND NATIVE P6…