NANCT_-_Specs_-_Eisenhower_Hall_Phase_3_Edited_JF_22_Aug_16_-_20160817.pdf

RENOVATIONS TO EISENHOWER HALL

PHASE 3 UPDATED DESIGN 2016

BUILDING # 655

UNITED STATES MILITARY ACADEMY

WEST POINT, NY

W912DS-16-B-0016

100% Design Submission Specifications

July 29, 2016

Eisenhower Hall - Phase III Updated Design 2016 100% Submittal - 07/29/2016 Page 1 of 5 Table of Contents

TABLE OF CONTENTS PHASE III

July 29, 2016

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 Division 00 -- Procurement and Contracting Requirements

00-0110 - Table of Contents

00-0115 - List of Drawing Sheets

00-73-00 - Special Contract Requirements

SPECIFICATIONS

2.01 Division 01 -- General Requirements

01-1100 - Summary Of Work

01-1400 - Work Restrictions

01-2000 – Price and Payment Procedures

01-2200 - Unit Prices

01-2700 - Measurement and Payment

01-3201.0010 – Project Schedule (w/ SDEF_ ER 1-1-11)

01-3216 - Construction Progress Schedule

01-3300 - Submittal Descriptions

01-3500 - Submittal Procedures

01-3526 – Governmental Safety Requirements

01-3529.00 - Safety and Occupational Health Requirements

01-3550 - Environmental Protection

01-4500.0010 – Quality Control

01-4500.1010 - Quality Control System (QCS)

01-4520 - Testing For Mechanical and Electrical Systems

01-4530 - Contractor Warranty Management

01-5000 - Temporary Facilities and Controls

01-5260 - Construction Indoor Air Quality (IAQ)

01-5750 - Temporary Environmental Controls

01-6000 - Product Requirements

01-6116 – Volatile Organic Compound Content Restrictions

01-6116.01 – Accessory Material VOC Content Certification Form

01-7329 – Cutting and Patching

01-7419 - Construction Waste Management and Disposal

(Not Included/Not Applicable)

(Provide under separate cover) e3enmjf3 Cross-Out e3enmjf3 Cross-Out

100% Submittal - 07/29/2016 Page 2 of 5 Table of Contents

01-7700 - Closeout Procedures

01-7800 – Closeout Submittals

01-7810 - Operation and Maintenance Data

01-7900 - Demonstration and Training

01-9100 - General Commissioning

2.02 Division 02 -- Existing Conditions

02-4100 – Demolition

02- 8213 - Asbestos Abatement

02-8319 - Lead Based Paint

2.03 Division 03 -- Concrete

03-2000 - Concrete Reinforcing

03-3000 - Cast-in-Place Concrete

2.04 Division 04 -- Masonry

04-0100 - Maintenance of Masonry

04-0511 - Masonry Mortaring and Grouting

04-2000 - Unit Masonry

04-7200 - Cast Stone Masonry

2.05 Division 05 -- Metals

05-4000 – Cold-Formed Metal Framing

05-5000 - Metal Fabrications

05-5213 - Pipe and Tube Railings

2.06 Division 06 -- Wood, Plastics, and Composites

06-1000 – Rough Carpentry

06-2000 - Finish Carpentry

2.07 Division 07 -- Thermal and Moisture Protection

07-1200 – Built-up Bituminous Roofing

07-1400 - Fluid-Applied Waterproofing

07-1900 - Water Repellents

07-2100 - Thermal Insulation

07-6200 - Sheet Metal Flashing and Trim

07-8123 - Intumescent Mastic Fireproofing

07-8400 - Firestopping

07-9200 - Joint Sealers

2.08 Division 08 – Doors and Windows

08-1113 – Hollow Metal Doors and Frames

08-3954 – Blast Resistant Doors

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08-4126 - All Glass Entrances and Storefronts

08-4229 – Automatic Entrances

08-4313 - Aluminum Framed Storefronts

08-7100 - Door Hardware

08-8000 – Blast Resistant Tempered Glazing System

2.09 Division 09 – Finishes

09-2116 - Gypsum Board Assemblies

09-2236. - Metal Lath

09-2300 - Gypsum Plastering

09-5100 - Acoustical Ceilings

09-5436 – Suspended Decorative Grids

09-6813 – Carpet Tile

09-7200 - Wall Coverings

09-9000 - Painting and Coating

2.11 Division 21 – Fire Suppression

21-0500- Common Work Results for Fire Suppression

21-0548 – Vibration and Seismic Controls For Fire Suppression Piping and Equipment

21-0553 – Identification for Fire Suppression Pipes and Equipment

21-1200—Fire Suppression Standpipes

21-1300 – Fire Suppression Sprinkler Systems

2.12 Division 22 – Plumbing

22-0719 – Plumbing Piping Insulation

22-1005 – Plumbing Piping

22-1006 - Plumbing Piping Specialties

2.13 Division 23 – HEATING VENTILATING AND AIR CONDITIONING

23-0513 - Common Motor Requirements for HVAC Equipment

23-0519 – Meters and Gages for HVAC Piping

23-0548 – Vibration and Seismic Controls For HVAC Piping and Equipment

23-0553 - Identification for HVAC Piping and Equipment

23-0593 - Testing, Adjusting, and Balancing for HVAC

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23-0713 – Duct Insulation

23-0716 - HVAC Equipment Insulation

23-0719 - HVAC Piping Insulation

23-0800 - Commissioning of HVAC

23-0913 – Instrumentation and Control devices for HVAC

23-0923 – Direct Digital Control System for HVAC

23-2113 – Hydronic Piping

23-2213 - Steam and Condensate Heating Piping

23-3100 HVAC Ducts and Casings

23-3300 - Air Duct Accessories

23-3416 - Centrifugal Fans

23-3600 - Air Terminal Units

23-3700 - Air Outlets and Inlets

23-7313 - Modular Indoor Central-Station Air-Handling Units

23-8216 – Air Coils

2.14 Division 26 – Electrical

26-0501 - Minor Electrical Demolition

26-0519 – Low Voltage Electrical Power Conductor and Cable

26-0526 – Grounding and Bonding for Electrical Systems

26-0529 – Hangers and Supports for Electrical Systems

26-0534 – Conduit

26-0537 – Boxes

26-0553 – Identification of Electrical Devices

26-0923 – Lighting Control devices

26-0936 - Modular Dimming Controls

26-2416 - Panel Boards

26-2717 - Equipment Wiring

26-2726 – Wiring Devices

26-4100 – Lightning Protection

26-5100 - Interior Lighting

26-5600 – Exterior Lighting

2.15 Division 27 - Communications

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27-5117 - Public Address System

2.16 Division 28 – Electronic Safety and Security

28-3100 - Interior Fire Alarm System

END OF TABLE OF CONTENTS

100% Submittal - 7/29/2016 LIST OF DRAWING SHEETS

00-0115 - 1

SECTION 00-0115

LIST OF DRAWING SHEETS

GENERAL:

T - 000 COVER SHEET

T - 001 NOTES, LEGENDS/SYMBOLS, PROVISIONS AND DRAWING LIST

G - 101 SCOPE OF WORK PLANS, LEVELS 56'-8" & 78'-0"

G - 102 SCOPE OF WORK PLANS, LEVELS 92'-0" & 104'-0"

G - 103 SCOPE OF WORK PLANS, LEVELS 124'-0" & 149'-4"

G - 104 SCOPE OF WORK PLANS, LEVEL 149'-4" AND 182’-0”

G - 105 SCOPE OF WORK ROOF PLANS, LEVEL 182'-0"

ARCHITECTURAL DRAWINGS:

AD - 100 DEMOLITION REFLECTED CEILING PLAN – DRESSING RM LEVEL 78’-0”

AD - 101 DEMOLITION REFLECTED CEILING PLAN – DRESSING RM LEVEL 92’/104’/114’

AD - 102 DEMOLITION REFLECTED CEILING PLAN – PROMONADE & ORCHESTRA

LEVEL 104’-0”

AD - 103 DEMOLITION REFLECTED CEILING PLAN – PROMONADE & FIRST BALCONY

LEVEL 124’-0”

AD - 104 DEMOLITION REFLECTED CEILING PLAN – SECOND BALCONY PROMONADE LEVEL

149’- 4”

AD – 105 DEMOLITION REFLECTED CEILING PLAN – THEATRE AND STAGE LEVEL 149’-4”

AD – 106 FLOOR PLANS: DEMOLITION WHEELCHAIR MODIFICATION, EL. 104’-0” & 124’-0”

AD – 107 NOT USED

AD – 108 DEMOLITION – BALL ROOM ROOF, STAIR 1 & 2, VESTIBULE ROOF

AD – 109 ROOF DEMOLITION - DETAILS

A - 101 FLOOR PLANS: PROPOSED WHEELCHAIR MODIFICATION, EL. 104’-0” & 124’-0”

A - 200 REFLECTED CEILING PLAN DRESSING RM LEVEL 78’-0”

A - 201 REFLECTED CEILING PLAN DRESSING RM LEVELS 92’/104’/114’

A - 202 REFLECTED CEILING PLAN PROMENADE & ORCHESTRA LEVEL 104’-0”

A - 203 REFLECTED CEILING PLAN PROMENADE & FIRST BALCONY LEVEL 124’-0”

A - 204 REFLECTED CEILING PLAN SECOND BALCONY PROMENADE LEVEL 149’-4”

A - 205 REFLECTED CEILING PLAN THEATRE AND STAGE LEVEL 149’-4”

A – 206 GRID CEILING DETAILS AT STAIR A/B

A – 207 PRITCHER ROAD CEILING PLANS

A - 301 EAST AND SOUTH BUILDING ELEVATIONS

A - 302 NORTH AND WEST BUILDING ELEVATIONS

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A - 303 INTERIOR ELEVATIONS FIRST BALCONY PROMENADE EL. 124.0’

A – 304 SECTIONS AND DETAILS WHEELCHAIR MODIFICATION EL. 104’-0” & 124’-0”

A - 401 TRAVERSE AND LONGITUDINAL BUILDING SECTIONS

A - 402 ENLARGED PARTIAL PLAN – BUILDING SOUTHWEST CORNER

A - 403 ENLARGED PARTIAL PLAN – BUILDING SOUTHWEST CORNER

A - 404 ENLARGED PARTIAL PLAN – BUILDING SOUTHEAST CORNER

A - 405 ENLARGED PARTIAL PLAN – BUILDING SOUTHWEST CORNER

A - 406 ENLARGED PLAN – WEST TERRACE @ ELEV. 126’-0”

A - 407 ENLARGED PLAN – EAST TERRACE EL. 126’-0” & EXTERIOR STAIR “G”

A - 408 SECTION THRU STAIR “A” AND TERRACE

A - 409 EXTERIOR WALL SECTIONS

A - 410 EXTERIOR WALL SECTIONS / SECTION THRU STAIR “G”

A - 411 EXTERIOR WALL SECTIONS

A - 412 PARTIAL SITE PLAN & PARTIAL ELEVATIONS

A - 413 PARTIAL ROOF PLAN- ROOF REPLACEMENT

A - 414 PARTIAL ROOF PLAN & DETAILS – ROOF DRAINS, LEADER & MEMBRANE

REPLACEMENT

A – 415 ROOF DETAILS

A – 416 ROOF DETAILS

A – 417 EL. 56 &N

A – 600 ENLARGED FLOOR PLAN

A - 601 SECTION – STAIR “G”

A - 602 STAIR DETAILS

A - 603 MISCELLANEOUS DETAILS - I

A - 604 MISCELLANEOUS DETAILS - II

A - 605 MISCELLANEOUS DETAILS - III

A - 606 MISCELLANEOUS DETAILS - IV

A - 607 STAIR “A” SECTIONS AND DETAILS

A - 608 MISCELLANEOUS DETAILS

A – 609 NOT USED

A – 610 DOOR SCHEDULE AND DETAILS

A – 611 DOOR DETAILS

A – 612 DOOR DETAILS

A – 613 DOOR DETAILS

00-0115 - 3

STRUCTURAL DRAWINGS:

S – 106B PROPOSED STEEL DUNNAGE DETAILS SHEET 4

ELECTRICAL DRAWINGS:

E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS, & GENERAL NOTES

ED-102 ELECTRICAL – DEMOLITION REFLECTED CEILING PLAN LEVEL 78 – SECTION “B”

ED-103 ELECTRICAL – DEMOLITION REFLECTED CEILING PLAN LEVEL 92 – SECTION “B”

ED-104 ELECTRICAL – DEMOLITION REFLECTED CEILING PLAN LEVEL 104 – SECTION “A”

ED-105 ELECTRICAL – DEMOLITION REFLECTED CEILING PLAN LEVEL 104 – SECTION “B”

ED-106 ELECTRICAL – DEMOLITION REFLECTED CEILING PLAN LEVEL 114 – SECTION “B”

ED-107 ELECTRICAL – DEMOLITION REFLECTED CEILING PLAN LEVEL 124 – SECTION “A”

ED-108 ELECTRICAL – DEMOLITION REFLECTED CEILING PLAN LEVEL 149 – SECTION “A”

ED-109 EXTERIOR DEMOLITION LIGHTING PLAN (LEVEL 126.0’) – WEST TERRACE

ED-110 EXTERIOR DEMOLITION LIGHTING PLAN (LEVEL 80.0’) – BUILDING SOUTHWEST

CORNER AND PARTIAL SITE PLAN

ED-121 ELECTRICAL – DEMOLITION POWER PLAN LEVEL 56 – SECTION “A”

ED-122 ELECTRICAL – DEMOLITION POWER PLAN LEVEL 78 – SECTION “B”

E-101 ENLARGED POWER PLAN (LEVEL 90.8’) – BUILDING SOUTHWEST CORNER

E-102 ELECTRICAL LIGHTING PLAN LEVEL 78 – SECTION “B”

E-103 ELECTRICAL LIGHTING PLAN LEVEL 72 – SECTION “B”

E-104 ELECTRICAL LIGHTING PLAN LEVEL 104 – SECTION “A”

E-105 ELECTRICAL LIGHTING PLAN LEVEL 104 – SECTION “B”

E-106 ELECTRICAL LIGHTING PLAN LEVEL 114 – SECTION “B”

E-107 ELECTRICAL LIGHTING PLAN LEVEL 124 – SECTION “A”

E-108 ELECTRICAL LIGHTING PLAN LEVEL 149 – SECTION “A”

E-109 EXTERIOR LIGHTING PLAN (LEVEL 126.0’) – WEST TERRACE

E-110 EXTERIOR LIGHTING PLAN (LEVEL 80.0’) – BUILDING SOUTHWEST CORNER AND

PARTIAL SITE PLAN

E-121 ELECTRICAL POWER PLAN LEVEL 56 – SECTION “A”

E-122 ELECTRICAL POWER PLAN LEVEL 78 – SECTION “B”

E-123 ELECTRICAL POWER PLAN LEVEL 92 – SECTION “A”

E-124 ELECTRICAL POWER PLAN LEVEL 92 – SECTION “B”

E-125 ELECTRICAL POWER PLAN LEVEL 104 – SECTION “A”

E-126 ELECTRICAL POWER PLAN LEVEL 104 – SECTION “B”

E-127 ELECTRICAL POWER PLAN LEVEL 124 – SECTION “B”

E-128 ELECTRICAL POWER PLAN LEVEL 149 – SECTION “B”

E-131 ELECTRICAL PUBLIC ADDRESS SYSTEM LEVEL 56 – SECTION “B”

00-0115 - 4

E-132 ELECTRICAL PUBLIC ADDRESS SYSTEM LEVEL 78 – SECTION “B”

E-133 ELECTRICAL PUBLIC ADDRESS SYSTEM LEVEL 92 – SECTION “B”

E-134 ELECTRICAL PUBLIC ADDRESS SYSTEM LEVEL 104 – SECTION “A”

E-135 ELECTRICAL PUBLIC ADDRESS SYSTEM LEVEL 104 – SECTION “B”

E-136 ELECTRICAL PUBLIC ADDRESS SYSTEM LEVEL 114 – SECTION “B”

E-137 ELECTRICAL PUBLIC ADDRESS SYSTEM LEVEL 124 – SECTION “A”

E-138 ELECTRICAL PUBLIC ADDRESS SYSTEM LEVEL 149 – SECTION “A”

E-501 ELECTRICAL PANEL SCHEDULES

E-502 ELECTRICAL PANEL SCHEDULES

E-503 ELECTRICAL PANEL SCHEDULES

E-601 ELECTRICAL LIGHTING FIXTURE SCHEDULE

E-602 ELECTRICAL LIGHTING CONTROL WIRING DIAGRAMS

E-603 ELECTRICAL PUBLIC ADDRESS SYSTEM RISER DIAGRAM

LIGHTNING PROTECTION DRAWINGS:

LP – 001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

LP – 101 LIGHTNING PROTECTION PARTIAL ROOF PLAN

LP – 102 LIGHTNING PROTECTION PARTIAL ROOF PLAN

LP – 103 LIGHTNING PROTECTION PARTIAL ROOF PLAN

MECHANICAL DRAWINGS:

M - 001 GENERAL NOTES, SYMBOLS & ABBREVIATIONS

M - 002 SCHEDULES

MD - 101 EL. 56 & EL. 78 MECHANICAL DEMOLITION FLOOR PLAN

MD - 102 EL. 104 MECHANICAL DEMOLITION FLOOR PLAN

MD - 103 EL. 124 & EL. 149 MECHANICAL DEMOLITION FLOOR PLAN (NORTH)

MD - 104 EL. 149 MECHANICAL DEMOLITION FLOOR PLAN (NORTH)

MD – 105 EL. 104 MECHANICAL DEMOLITION FLOOR PLAN (SOUTH)

MD – 106 EL. 124 & EL. 149 MECHANICAL DEMOLITION FLOOR PLAN (NORTH)

MD – 107 EL. 149 MECHANICAL DEMOLITION FLOOR PLAN (NORTH)

M - 101 EL. 56 MECHANICAL PROPOSED FLOOR PLAN (NORTH)

M - 102 EL. 78 MECHANICAL PROPOSED FLOOR PLAN (SOUTH)

M - 301 MECHANICAL EQUIPMENT ROOM SECTION

M - 302 MECHANICAL EQUIPMENT ROOM SECTION

M - 401 EXISTING AIR RISER DIAGRAM

M - 402 CONCEPTUAL AIR RISER DIAGRAM

M - 403 AIR HANDLING UNIT CONTROL DIAGRAM

00-0115 - 5

M - 501 DETAILS I

M - 502 DETAILS II

M - 503 DETAILS III

M - 504 DETAILS IV

PLUMBING DRAWINGS:

P - 001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

PD - 101 ROOF PLUMBING REMOVAL PLAN

PD - 102 EL. 149 PLUMBING REMOVAL PLAN

PD - 103 EL. 124 PLUMBING REMOVAL PLAN

PD - 104 EL. 104 PLUMBING REMOVAL PLAN

P - 101 ROOF PLUMBING CONSTRUCTION PLAN

P - 102 EL. 149 PLUMBING CONSTRUCTION PLAN

P - 103 EL. 124 PLUMBING CONSTRUCTION PLAN

P - 104 EL. 104 PLUMBING CONSTRUCTION PLAN

P - 201 STORM WATER RISER DIAGRAMS

P - 501 PLUMBING DETAILS

FIRE ALARM DRAWINGS:

FA-001 FIRE ALARM SYMBOL LIST, ABBREVIATIONS & GENERAL NOTES

FAD-131 ELECTRICAL –FIRE ALARM PLAN LEVEL 56 – SECTION “A”

FAD-133 ELECTRICAL –FIRE ALARM PLAN LEVEL 78 – SECTION “A”

FAD-134 ELECTRICAL –FIRE ALARM PLAN LEVEL 78 – SECTION “B”

FAD-135 ELECTRICAL –FIRE ALARM PLAN LEVEL 92 – SECTION “A”

FAD-136 ELECTRICAL –FIRE ALARM PLAN LEVEL 92 – SECTION “B”

FAD-137 ELECTRICAL –FIRE ALARM PLAN LEVEL 104 – SECTION “A”

FAD-138 ELECTRICAL –FIRE ALARM PLAN LEVEL 104 – SECTION “B”

FAD-139 ELECTRICAL –FIRE ALARM PLAN LEVEL 124 – SECTION “A”

FAD-140 ELECTRICAL –FIRE ALARM PLAN LEVEL 124 – SECTION “B”

FAD-141 ELECTRICAL –FIRE ALARM PLAN LEVEL 149 – SECTION “A”

FA-131 ELECTRICAL –FIRE ALARM PLAN LEVEL 56 – SECTION “A”

FA-133 ELECTRICAL –FIRE ALARM PLAN LEVEL 78 – SECTION “A”

FA-134 ELECTRICAL –FIRE ALARM PLAN LEVEL 78 – SECTION “B”

FA-135 ELECTRICAL –FIRE ALARM PLAN LEVEL 92 – SECTION “A”

FA-136 ELECTRICAL – FIRE ALARM PLAN LEVEL 92 – SECTION “B”

FA-137 ELECTRICAL –FIRE ALARM PLAN LEVEL 104 – SECTION “A”

FA-138 ELECTRICAL –FIRE ALARM PLAN LEVEL 104 – SECTION “B”

00-0115 - 6

FA-139 ELECTRICAL –FIRE ALARM PLAN LEVEL 124 – SECTION “A”

FA-140 ELECTRICAL –FIRE ALARM PLAN LEVEL 124 – SECTION “B”

FA-141 ELECTRICAL –FIRE ALARM PLAN LEVEL 149 – SECTION “A”

FA-142 ELECTRICAL –FIRE ALARM PLAN PART PLANS FOR VARIOUS LEVELS

FA-601 ELECTRICAL- FIRE ALARM RISER

FA-602 ELECTRICAL- FIRE ALARM RISER

FA-603 ELECTRICAL- FIRE ALARM RISER

FA-604 ELECTRICAL- FIRE ALARM RISER

FA-603 ELECTRICAL- FIRE ALARM RISER

FA-602 ELECTRICAL- FIRE ALARM RISER

FA-700 ELECTRICAL- FIRE ALARM DETAILS

FIRE PROTECTION DRAWINGS:

F – 001 FIRE PROTECTION SITE PLAN, NOTES & LEGEND

FD – 100 FIRE PROTECTION DEMO PLAN PARKING ARE EL. 56’

FD – 101 FIRE PROTECTION DEMO PLAN EL. 78’

FD - 102 FIRE PROTECTION DEMO PLAN DRESSING RM / STAGE EL. 92’

FD - 103 FIRE PROTECTION DEMO PLAN DRESSING RMS EL. 104’ & 114’

FD - 104 FIRE PROTECTION DEMO PLAN STAGE ROOF (FLY LOFT) EL. 149’-4”

FP – 200 FIRE PROTECTION PLAN PARKING AREA EL. 56’

FP - 201 FIRE PROTECTION PLANS MECHANICAL & PLENUM EL. 56’ & 70’

FP – 202 FIRE PROTECTION PLAN EL. 78’

FP – 203 FIRE PROTECTION PLAN DRESSING RM / STAGE EL. 92’

FP - 204 FIRE PROTECTION PLAN PROMENADE & ORCHESTRA EL. 104’

FP – 205 FIRE PROTECTION PLAN – LOWER SEATING / DRESSING RM LEVEL 104’

FP - 206 FIRE PROTECTION PLAN DRESSING RM EL. 114’

FP – 207 FIRE PROTECTION PLAN PROMENADE, FIRST BALCONY & PROJECTION ROOM

EL. 124’ & EL. 133’-8”

FP - 208 FIRE PROTECTION PLAN SECOND BALCONY – NORTH EL. 149’-4”

FP – 209 FIRE PROTECTION PLAN THEATRE – SOUTH EL. 149’-4”

FP – 210 FIRE PROTECTION PLAN CATWALK ENCLOSURE –SOUTH EL 165’

FP – 211 FIRE PROTECTION REFLECTED CEILNG PLAN THEATRE SOUTH EL.149

FP - 212 FIRE PROTECTION PLAN STAGE ROOF ( FLY LOFT) EL 149’4”

FP – 400 FIRE PROTECTION BUILDING SECTIONS

FP – 500 FIRE PROTECTION DETAILS

ENVIORMENTAL (ASBESTOS):

00-0115 - 7

ENV - 01 ASBESTOS CONTAINING MATERIALS GENERAL NOTES AND TABLES

ENV - 02 EL. 56 FLOOR PLAN (NORTH) ASBESTOS ABATEMENT

ENV - 03 EL. 78 ASBESTOS ABATEMENT FLOOR PLAN (NORTH)

ENV - 04 EL. 92 ASBESTOS ABATEMENT FLOOR PLAN (NORTH)

ENV - 05 EL. 104 ASBESTOS ABATEMENT FLOOR PLAN (NORTH)

ENV – 06 EL. 149 MECHANICAL ASBESTOS ABATEMENT FLOOR PLAN ( NORTH)

ENV - 07 ASBESTOS DETAILS

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Eisenhower Hall - Phase III Refresher 100% Design Submittal - 7/29/2016 SUMMARY OF WORK

01-1100 - 1

SECTION 01-1100

SUMMARY OF WORK

PART 1 GENERAL

1.01 SITE DEFINITION

A. The Specifications are based on composite Federal Military specifications that refer to the Work Site with several different terms (i.e. Facility, Installation, Base, etc.). For the purposes of this project, these terms refer to the work site which is Eisenhower Hall, West Point, NY.

1.02 WORK COVERED BY THE CONTRACT DOCUMENTS

A. OVERALL SCOPE OF WORK FOR PHASE 3

1. Phase 3 work is generally associated with Fire Suppression, Mechanical, Electrical and

Life Safety upgrades and waterproofing Issues at the center of cadet activities, a 600,000 SF building containing a Theater, Ballroom, Cafeteria and miscellaneous offices.

2. The project includes work covered under the base bid, bid options which will be awarded at the discretion of the Government and some unit price items with estimated quantities that are integrated into the base bid

B. SPECIFIC SCOPE ITEMS

The work includes but is not limited to the following:

1. Pitcher Road, North MER and Ticket Lobby Vestibule: Elevation 56

a. The Installation of a Fire Suppression and Fire Alarm system below the ceiling at Pitcher Road ceiling and the associated ceiling replacement, relocation of electrical fixture and repairs. This work is to be priced as Bid Option 1

b. Mechanical Equipment replacements in the North Mechanical Equipment Room and associated mechanical and electrical connections

c. The connection of new Fire Alarm data points from new Fire Suppression work and Mechanical components to the existing Fire Alarm / Mass Notification Panel in the Ticket Lobby Vestibule.

d. Provision for a rated closure at the base of an existing HVAC shaft

e. Heat trace on drain line from fire pump room

f. Relocation of the Mass Notification Antennae from under the Pitcher Road pass through to the theater roof

2. Building’s South end, Stage and Back Stage Areas:

a. Fire Suppression system for the South Mechanical Equipment room(s), Corridors, Toilets, Dressing rooms, Lounge, Trap area, Green room and Fly Loft at elevations 78, 92, 104, 114 and 120.

b. Upgraded Ceilings, Lighting and Emergency Lighting connections for the Corridors, Dressing Rooms, Lounge, and Green Room. Public Address system for these areas as indicated.

c. Fire Alarm connections associated with the new fire suppression piping and mechanical equipment. Removal of previously installed FA speakers and strobes and replacement thereof including new circuiting and provision for new Fire Alarm devices

d. Mechanical Equipment replacements in the South Mechanical Equipment Room and associated mechanical and electrical connections

3. Theater:

a. A Fire Suppression system for the entire Theater and Balconies

b. Ceiling repairs to the ceilings below the first and second balconies.

c. Resurfacing of the main theater ceiling with GWB

d. Electrification of the existing theater foot lighting

e. New accessible viewing platforms for the disabled

4. Building’s North –

a. Fire Suppression System for the Ballroom, Crest Hall, Ballroom Promenade and

01-1100 - 2

Ballroom Lobby as well as the Orchestra, First and Second Balcony Promenades and the support spaces separating the Orchestra and Balcony promenades from the seating. Public Address system for the above areas as indicated. New duct work and steel framing at duct openings.

b. Magnetic hold-open devices connected to the FA system at the egress / service stair that connects the Kitchen, Benny’s Lounge and the Ballroom.

c. Upgraded Ceilings, Lighting and Emergency Lighting at Benny’s Lounge vestibule, the Orchestra, First and Second Balcony Promenades and the support spaces between the promenades and the seating

d. The replacement of the roof over the Ball room and the Orchestra promenade.

e. Modifications to rooftop mechanical equipment

f. Fire Alarm connections associated with new fire suppression work. Removal of previously installed FA speakers and strobes and replacement thereof including new circuiting and provision for new Fire Alarm devices

5. Exterior Terraces West

a. The reconstruction of the West Terrace at elevation 78 ft and exterior stair A, its switch backs and landings and the connection bridge to exterior stair B including the masonry repairs to the surrounding walls and parapets. This work is included as Bid Option 2, see also items 5c and 5d below for additional information

b. The reconstruction of the West Terrace and portion of the South Terrace at elevation 126 ft including the masonry repairs to the surrounding walls and parapets.

c. Terrace reconstruction includes the removal of existing concrete pavement or paver assemblies, the installation of new plaza waterproofing assembly and the placement of new concrete steps and paving. All plaza roof drains will be replaced. Horizontal storm drainage accessible from the building interior will be replaced from the drain to and including the elbow connection into the main vertical drop. At elevated exterior slabs, the horizontal storm water piping will be inspected and replaced as needed.

d. Masonry work includes; the removal and replacement of brick masonry to install new through wall metal flashing above the waterproofing base flashing, the removal and reinstallation of the parapet copings to install new metal through wall coping flashing, stitching and reconstruction of cracked masonry as indicated.

e. New pole mounted lighting with remote battery back-up for emergency service

6. Exterior Terrace East

a. Reconstruction of the East Terrace at Elevation 126 Ft including a portion of the South

Terrace including the masonry repairs to the surrounding walls and parapets

b. Terrace reconstruction includes the removal of existing concrete pavement or paver assemblies, the installation of new plaza waterproofing assembly and the placement of new concrete steps and paving. All plaza roof drains will be replaced. Horizontal storm drainage accessible from the building interior will be replaced from the drain to and including the elbow connection into the main vertical drop. At elevated exterior slabs, the horizontal storm water piping will be inspected and replaced as needed.

c. Masonry work includes; the removal and replacement of brick masonry to install new through wall metal flashing above the waterproofing base flashing, the removal and reinstallation of the parapet copings to install new metal through wall coping flashing, stitching and reconstruction of cracked masonry as indicated.

d. New pole mounted lighting with remote battery back up for emergency service

e. New accessibility ramps and sidewalk leading to new designated disabled parking spaces

7. Exterior Walls:

a. The exterior walls will be repaired to remedy water infiltration along the East, South and West elevations.

b. Remove and reinstall the existing coping stones in order to install new through wall coping flashing.

c. Remove and reinstall existing masonry in order to install new through wall counter

01-1100 - 3 flashing above base flashing of roofing or waterproofing

d. Remove and reinstall existing masonry in order to install new through wall flashing and weep assembly at building spandrel beams

e. Provide horizontal control joints below spandrel flashing

f. Provide vertical control joints where indicated

8. Doors:

a. New doors are to be provided at main entrances and exits from theater, Crest Hall and throughout the building as indicated. Modifications for AT / FP protection as indicated.

9. Lightning Protection system upgrade

1.03 ADDITIONAL WORK COVERED BY THE CONTRACT DOCUMENTS

A. Additional work indicated on drawings and specifications as needed to enact these scope items and any other work called for on the contract documents shall be included in the base bid.

B. Contractor shall provide a detailed phasing plan for government approval and all work shall be phased as indicated the approved phasing documents

1.04 LOCATION

A. The work shall be located at the site, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.05 EXISTING WORK

A. In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

1. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

2. 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 shall be in a condition equal to or better than that which existed before new work started.

1.06 LOCATION OF UNDERGROUND FACILITIES

A. Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.07 NOTIFICATION FOR UNDERGROUND EXCAVATION

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

100% Submittal - 7/29/2016 WORK RESTRICTIONS

01-1400 - 1

SECTION 01-1400

WORK RESTRICTIONS

PART 1- GENERAL

1.01 SPECIAL SCHEDULING REQUIREMENTS

A. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

B. The Facility will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of activity.

C. Permission to interrupt any Activity roads, railroads, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.02 CONTRACTOR ACCESS AND USE OF PREMISES

A. ACTIVITY REGULATIONS

1. 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. Ingress and egress of Contractor vehicles at the Activity is limited to the designated gate. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear· protective clothing in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for-identification.

1.03 EMPLOYEE LIST

A. The Contractor shall provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.

1.04 WORKING HOURS

A. Normal Working Hours shall be Monday-Friday 0745 to 1630 hours. Differences to these working hours must be approved by the Contracting Officer.

1.05 NON-WORKING HOURS

A. During the course of this contract the Contractor shall not perform any physical work on days listed below:

1. Graduation Week: A Seven day period starting the Sunday before graduation. This is usually the end of May.

2. Reception Day: A single day in the end of June or early July when the new Cadet class arrives.

3. Football Home Games: Seven home football games per year. Exact dates will be furnished to the Contractor on request in the year that they will occur.

4. All Government Holidays.

5. The Contractor should anticipate five (5) additional days each calendar year on which no physical work shall be performed. These will be at the Government's discretion. The actual "No Work" days will be confirmed by the Government during the work phase in conjunction with the construction plan approval. The Contractor's schedule must refelect the above anticipated "no work" days.

1.06 WORK OUTSIDE REGULAR HOURS

A. Work outside regular working hours requires Contracting Officer approval. Make application 15

01-1400 - 2 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.07 EXCLUSIONARY PERIOD

A. No work shall be performed during the designated period, without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for the performance of this contract.

1.08 OCCUPIED AND EXISTING BUILDINGS

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

B. The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

C. Provide dust covers or protective enclosures to protect existing work that remains and Government material located during the construction period.

D. Relocate movable furniture approximately 6 feet away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

E. The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work.

1.09 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 the paragraph "Work Outside Regular Hours."

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

C. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." Such interruption shall be further limited to 4 hours. This time limit includes time for deactivation and reactivation.

D. Operation of Station Utilities: The Contractor shall 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 shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.10 TRANSPORTATION OF PERSONNEL, MATERIALS, AND EQUIPMENT

A. Coordinate arrangements for transporting materials, equipment, and personnel with the Contracting Officer. The Contractor has the option to use commercial or privately-owned transportation.

PART 2 PRODUCTS

2.01 Not used.

01-1400 - 3

PART 3 EXECUTION

3.01 Not used.

END OF SECTION 011400

100% Submittal - 7/29/2016 PRICE AND PAYMENT PROCEDURES

01-2000 - 1

SECTION 01-2000

PRICE AND PAYMENT PROCEDURES

PART 1 - GENERAL

REFERENCES

1.01 SUBMITTALS

A. Submit the following in accordance with Section 01330, “Submittal Procedures.”

1. SD-01 Preconstruction Submittals

a. Schedule of Prices; G

1.02 SCHEDULE OF PRICES

1.03 DATA REQUIRED

A. This contract requires the use of a cost-loaded Network Analysis Schedule. The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule (NAS) and its Mathematical Analysis. Within 14 calendar days of notice of award, prepare and deliver to the Contracting Officer a schedule of prices (construction contract) on the forms furnished by the Government. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices therefore.

1.04 SCHEDULE INSTRUCTIONS

A. Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 foot line. Identify costs for the building(s), and include work out to the5 foot line. Work out to the 5 foot line shall include construction encompassed within a theoretical line 5 feet from the face of exterior walls and shall include attendant construction, such as cooling towers, placed beyond the 5 foot line.

1.05 CONTRACT MODIFICATIONS

A. In conjunction with the Contract Clause “DFARS 252.236-7000, Modification Proposals-Price Breakdown,” and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-II10-1-8.

1.06 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.07 CONTENT OF INVOICE

A. Requests for payment will be processed in accordance with the Contract Clause "FAR 52.232- 27, Prompt Payment Construction Contracts."

1. The Contractor's invoice certified by QC, on the form furnished by the Government for this purpose, showing in summary form, the basis for arriving at the amount of the invoice.

Submit original and five copies.

2. The Contract Performance Statement on the form furnished by the Government for this purpose, showing in detail, the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract.

Submit original and two copies.

3. Final invoice shall be accompanied by Final Release Form. If the contractor is incorporated, the release shall contain the corporate seal. An officer of the corporation shall sign the release and the corporate secretary shall certify the release

4. Updated construction and equipment delivery schedules (two copies).

1.08 MAILING OF INVOICES

A. All invoices shall be forwarded with specific marking on the envelope. This marking shall be in the front lower left hand corner, in large letters, "INVOICES -ENCLOSED."

01-2000 - 2

B. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

C. Final invoices not accompanied by Final Release Form will be considered incomplete and will be returned to the Contractor.

1.09 CONTRACTOR'S INVOICE

1.10 CONTENT OF INVOICE

A. Requests for payment in accordance with the terms of the contract shall consist of the following:

1. Contractor's Invoice on NAVFAC Form 7300/41, which shall show, in summary form, the basis for arriving at the amount of the invoice.

3. Affidavit to accompany invoice (LANTDIV NORVA Form 4-4235/4 (Rev. 5/81)).

4. Updated copy of submittal register.

5. Updated copy of progress schedule. Furnish as specified in “FAR 52.236-15, Schedules for Construction Contracts.”

6. Include Contractor's Final Release Form.

7. Materials on Site.

1.11 QUANTITIES OF MONTHLY INVOICES AND SUPPORTING FORMS

A. Forms will be furnished by the Contracting Officer. Requests for payment shall be processed in accordance with "FAR 52.232-5, Payments Under Fixed-Price Construction Contracts." Monthly invoices and supporting forms for work performed through the anniversary award date of the contract shall be submitted to the Contracting Officer within 5 calendar days of the date of invoice (e.g., contract award date is the 7th of the month, the date of each monthly invoice shall be the 7th and the invoice shall be submitted by the 12th of the month) in the following quantities:

1. Contractor's invoice -Original and five copies

2. Contractor's monthly estimate for voucher -Original and two copies shall be required on jobs where there is a schedule of prices.

3. Affidavit -Original

4. Updated submittal register -Two copies

5. Progress schedule -Two copies

6. Network mathematical analysis -Three copies

1.12 PAYMENTS TO THE CONTRACTOR

A. Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1. Basis for Contracting Officer's consideration to allow progress payment for material delivered on the site (but not installed) and for completed preparatory work, as authorized under FAR 52.232-5 (b) , shall be (1) major high cost items and (2) long lead special order" items. Materials that will not be paid for, prior to installation include, but are not limited to, bulk quantities such as nails, fasteners, conduits, gypsum board, etc. In the request for progress payment, such items shall be specifically identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with paragraph entitled "Schedule of Prices" above. At the time of invoicing, the amount billed shall be supported by documents establishing its value.

1.13 OBLIGATION OF GOVERNMENT PAYMENTS

A. The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6”:

1. Reasonable deductions due to defects in material or workmanship;

2. Claims which the Government may have against the Contractor under or in connection with

01-2000 - 3 this contract;

3. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

4. Failure to provide up to date record drawings not current as stated in Contract Clause

"FAC 5252.236-9310, Record Drawings."

1.14 PAYMENT FOR MATERIALS OFFSITE

A. Payments may be made to the Contractor for materials stored off construction sites under the following conditions:

1. Conditions described in the paragraph entitled “Payments to the Contractor”;

2. Material within a distance of 50 miles by streets and roads to the construction site;

3. Materials adequately insured and protected from theft and exposure;

4. Materials not susceptible to deterioration or physical damage in storage or in transit to the job site are acceptable for progress payments. Items such as steel, machinery, pipe and fittings, and electrical cable are acceptable; items such as gypsum wallboard, glass, insulation, and wall coverings are not;

5. Materials in transit to the job site or storage site are not acceptable for payment; and

6. Conditions specified in "FAR 52.232-5(b) Payments Under Fixed

1.15 PAYMENT FOR MATERIALS ON SITE

A. Payment may be made for materials delivered to the site but not yet incorporated into the construction. Materials on site shall be listed as a separate item on the Contract Performance Statement. The value of the materials shall be supported by the Schedule of Prices and a separate list of all materials being invoiced shall be submitted with the invoice in the following format:

1. MATERIAL ON MATERIAL MATERIAL MATERIAL

2. SITE LAST RECEIVED CONSUMED ON

3. ITEM PERIOD + THIS PERIOD - THIS PERIOD = SITE

1.16 EQUITABLE ADJUSTMENTS: WAIVER AND RELEASE OF CLAIMS

A. Whenever the Contractor submits a claim for equitable adjustment under any clause of this Contract which provides for equitable adjustment of the contract, such claim shall include all types of adjustments in the total amounts to which the clause entitles the Contractor, including, but not limited to, adjustments arising out of delays or disruptions or both caused by such change.

B. Except as the parties may otherwise expressly agree, the Contractor shall be deemed to have waived (1) any adjustments to which it otherwise might be entitled under the clause where such claim fails 'to request such adjustments, and (2) any increase in the amount of equitable adjustments additional to those requested in its claim.

C. The Contractor agrees that, if required by the Contracting Officer, he will execute 'a release, in form and substance satisfactory to the Contracting Officer, as part of the supplemental agreement setting forth the aforesaid equitable adjustment. The Contractor further agrees that such release shall discharge the Government, its officers', agents and employees, from any further claims, including but not limited to, further claims arising out of delays or disruptions or both caused by the aforesaid change.

1.17 CHANGES ESTIMATES

A. In making all equitable adjus6ments under the Changes Clause, compensation for additions will be based upon estimated costs at the time the work is performed and credit for deductions will be based upon estimated costs at the time the Contract was made. In arriving at the amount of the change in price, if any, allowance may be made for profit overhead and general expenses, plant rental arid other similar items.

PART 2 PRODUCTS

01-2000 - 4

3.01 Not used.

PART 3 EXECUTION

4.01 Not used.

END OF SECTION

100% Submittal - 7/29/2016 MEASUREMENT AND PAYMENT

01-2700 - 1

SECTION 01-2700

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 LUMP SUM PAYMENT ITEMS

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

1.02 UNIT PRICE PAYMENT ITEMS

A. Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute 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.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

END OF SECTION 012700

N/A e3enmjf3 Cross-Out e3enmjf3 Cross-Out

100% Submittal – 07/29/2016 (SDEF) ER 1-1-11

ER 1_1_11 - 1

CEMP-CE

Regulation No.

1-1-11

Department of the Army

U.S. Army Corps of Engineers Washington, DC 20314-1000

ER 1-1-11

15 Jun 95

Administration

PROGRESS, SCHEDULES, AND NETWORK

ANALYSIS SYSTEMS

Distribution Restriction Statement Approved for public release; distribution is unlimited.

ER 1_1_11 - 2

DEPARTMENT OF THE ARMY ER 1-1-11

CEMP-CE U.S. Army Corps of Engineers CECW-OC Washington, D.C. 20314-1000

Regulation ER 1-1-11 15 June 1995

Administration

PROGRESS, SCHEDULES, AND NETWORK ANALYSIS SYSTEMS

1. Purpose. This regulation states the policy on the use of any of the various schedule management methods. The basic regulation provides general policy relative to the use of the various systems (bar charts, network analysis etc.) as well as administration of contract provisions. If this ER conflicts with the Federal Acquisition Regulations or any of its supplements, they shall govern over the ER.

2. Applicability. This regulation is applicable to all USACE commands.

3. References.

a. FAR 52.236-15.

b. DOD FAR Supplement 236.273 c.

EP 415-1-4

d. CEGS 01310

4. Policy. Obtaining quality construction on time and within budget is a primary goal of the U.S. Army Corps of Engineers. In order to manage the time specified for the accomplishment of a project, a schedule is required on construction contracts by references 3.a. & 3.b. The contractor is responsible for scheduling the work and progress so that the contract completion date is met. The Administrative Contracting Officers (ACO) monitors the contractor's schedule to assure compliance. If a schedule is not provided, the Contracting Officer may with old progress payments per paragraph (a) of reference 3.a. If actual progress fails to meet the schedule, the Contracting Officer shall take appropriate actions to assure compliance with the progress of the work. Therefore, the schedule is vital to effective construction management by the contractor and the Government. Reference 3.d. allows the District Technical Staff to choose the type of contract schedule during the design phase. Bar charts can be used to manage simple jobs. When by its nature a construction project or other effort is complex with many interrelated activities, a network schedule may be the most effective tool for analyzing progress, projecting completion, and calculating payment commensurate with actual progress. The determination of applicability of network scheduling is the responsibility of the Contracting Officer. When determined to be applicable, network schedules must be carefully specified, updated regularly, and used effectively. Standard data exchange format shall be used to monitor a contractor's schedule when the contractor and the Government operate on different programs.

5. Description of the System. A network schedule requires first a logic diagram graphically depicting the sequence and interdependence of the work. It can be drawn in either the precedence or arrow diagram format, but it must accurately represent the intended work sequence and indicate actual constraints. Details of diagramming techniques are contained in Reference 3.c. Network Analysis System Guide. Once the logic diagram is made, an analysis is required which calculates early and late start and finish dates for the activities as well as the spare time or float available to accomplish the activity.

Resource data such as cost and responsibility may be entered for activities also. Once calculated, these results can be ordered in different arrangements or sorts and compiled into specific reports for management purposes. Actual progress must be entered once work commences. Based on this progress, revised start and finish dates, and progress payment can be calculated.

6. Use of the System.

a. Network Analysis System (NAS), being a management control tool, may be applied to many aspects of the work by the Corps of Engineers. It can be employed profitably in the management of in-house operations such as engineering and design, and life cycle project management. A comprehensive life cycle analysis of a major civil works project should include, but not be limited to, activities for

ER 1_1_11 - 3

preparation of design memos and environmental impact statements, real estate planning and acquisition, preparation of plans and specifications, reservoir clearing, advertising and/or negotiation for construction, relocation and recreation contracts.

Annual funding forecasts can be derived from early and late finish sorts of the analysis if costs have been assigned to each activity. Analysis can be used to set construction time prior to advertisement or select alternative contracting methods when user requirements preclude the use of sealed bidding.

b. Construction schedules after contract award should be contractor prepared in order to involve the contractor in the actual planning. Updates of actual progress should also have contractor participation as well as Government concurrence since the resultant analysis will project early or late contract accomplishment and progress payment due. Changes to the work and occurrences which impact progress must be entered in the schedule logic in order to keep the schedule up to date, to reflect actual job progress, to determine where the contractor must accelerate to regain the schedule when behind due to his/her own actions, and to determine the impact and effect of Government actions on the contractor in order to provide equitable adjustments to the contract time as required.

7. Contract Administration.

a. When the Contracting Officer has determined that NAS will be specified for use on a construction contract, the provision of the specifications must be carefully edited for the specific job.

Reference 3.d. CEGS 01310, contains numerous notes indicating where such editing can be done. This editing is not only permissible, but is also mandatory.

b. The contractor should submit his/her NAS within the time required by the specifications.

The schedule must be verified as being logical and the completion dates attainable.

Failure to enforce this requirement is highly detrimental to project management. Partial payments cannot be processed until an acceptable NAS schedule has been submitted. The Contracting Officer may not allow work to start nor make partial payments until an acceptable schedule (interim or final) is received and approved. Once approved, the schedule must be maintained up to date with regard to job progress and changes. Failure to maintain job progress is fatal to effective schedule management.

c. Reference 3.d. is a guide specification for a contractor prepared NAS.