2016_0608_Pershing_IFB_Specs_Volume_1R.pdf

Pershing Barracks (Building 751) Renovation/Modernization United States Military Academy at West Point, New York 08 June 2016

ISSUE FOR BID

SPECIFICATIONS

Volume I

RENOVATION AND MODERNIZATION OF PERSHING BARRACKS W912DS-16-B-0010

USMA West Point, New York

Section 00 01 07 Page 1 Issue for Bid June 8, 2016

SECTION 00 01 07

SEALS PAGE

ARCHITECT:

Atkins 6504 BridgePoint Parkway #200 Austin, Texas 78730

CIVIL ENGINEER: 6-8-2016

11818 Rock Landing Drive Suite 100 Newport News, Virginia 23606

STRUCTURAL ENGINEER:

Robert Silman Associates 32 Old Slip Tenth Floor New York, New York 10005

ELECTRICAL ENGINEER:

TELECOMMUNICATIONS:

SECURITY:

Vanderweil 1001 Avenue of the Americas 21st Floor New York, NY 10018

6-8-2016

MECHANICAL ENGINEER:

482 South Keller Road Orlando, Florida 32810

6-8-2016

This page intentionally left blank

Section 00 01 07 Page 2

PLUMBING ENGINEER:

FIRE PROTECTION ENGINEER:

Atkins 482 South Keller Road Orlando, Florida 32810

LANDSCAPING:

2318 Mill Road #1040 Alexandria, Virginia 22314

END OF SEALS PAGE

Project Table of Contents Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 SEALS PAGE

00 73 00.00 18 SPECIAL CONTRACT REQUIREMENTS 03/15

00 75 95 ROOF SYSTEM 20-YEAR DIAGNOSTICS/PERFORMANCE WARRANTY

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK 08/11

01 32 01.00 10 PROJECT SCHEDULE: NETWORK ANALYSIS SYSTEM (NYD) 02/15

FLOW CHART FOR HVAC TESTING, BALANCING, AND

COMMISSIONING (FIGS. 1 AND 2)

STANDARD DATA EXCHANGE FORMAT (ER-1-11)

01 33 00 SUBMITTAL PROCEDURES (NON-UFGS)

01 33 29 LEED(TM) DOCUMENTATION 05/12

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 02/12

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS 08/10

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS) 07/10

01 45 04.00 18 CONTRACTOR QUALITY CONTROL 06/01

01 45 20.00 18 TESTING FOR MECHANICAL AND ELECTRICAL SYSTEMS (NYD) 08/08

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS 08/09

01 52 60.00 18 CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT (NYD) 02/10

01 57 20 .00 10 ENVIRONMENTAL PROTECTION 04/06

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS 05/13

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01/07

01 78 00.00 18 CLOSEOUT SUBMITTALS (NYD) 06/12

01 78 23.00 18 OPERATION AND MAINTENANCE DATA (NYD) 07/06

01 81 13 SUSTAINABLE DESIGN REQUIREMENTS (NON-UFGS)

01 91 00 COMMISSIONING (NON-UFGS)

DIVISION 02 – EXISTING CONDITIONS

02 04 00 SHORING AND BRACING (NON-UFGS)

02 41 00 DEMOLITION AND DECONSTRUCTION 05/10

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES 02/10

02 83 19.00 10 LEAD BASED PAINT HAZARD ABATEMENT 02/10

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE (NON UFGS)

DIVISION 04 – MASONRY

04 01 00 MASONRY RESTORATION (NON-UFGS)

04 01 10 EXTERIOR REPOINTING (NON-UFGS)

04 20 00 INTERIOR MASONRY 02/11

DIVISION 05 – METALS

05 05 23 WELDING, STRUCTURAL 11/08

Project Table of Contents Page 2

05 12 00 STRUCTURAL STEEL FRAMING (NON-UFGS)

05 21 00 STEEL JOISTS (NON-UFGS)

05 30 00 STEEL DECKING (NON-UFGS)

05 40 00 COLD FORMED METAL FRAMING 05/10

05 50 13 MISCELLANEOUS METAL FABRICATIONS 05/10

05 51 00 METAL STAIRS 02/12

05 51 33 METAL LADDERS 05/10

05 72 00 DECORATIVE METAL RESTORATION (NON-UFGS)

05 73 00 INTERIOR DECORATIVE METAL RAILINGS AND GATES 11/13

DIVISION 06 – WOOD, PLASTIC, AND COMPOSITES

06 10 00 ROUGH CARPENTRY 02/12

06 20 00 FINISH CARPENTRY 02/12

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS 08/10

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING 08/11

07 13 53 ELASTOMERIC SHEET WATERPROOFING 04/06

07 21 10 SPRAYED FOAM INSULATION FOR BUILDING ENVELOPE 12/13

07 21 13 BOARD INSULATION 05/11

07 21 16 MINERAL FIBER BLANKET INSULATION 11/11

07 22 00 ROOF AND TRAFFIC DECK INSULATION 08/11

07 41 13.16 COPPER ROOF PANELS 08/09

07 42 13 METAL WALL PANELS 05/11

07 52 00 MODIFIED BITUMINOUS ROOFING MEMBRANE 05/12

07 60 00 FLASHING AND SHEET METAL 08/08

07 61 14.00 20 STEEL STANDING SEAM ROOFING 05/11

07 84 00 FIRESTOPPING 05/10

07 92 00.01 EXTERIOR JOINT SEALANTS 01/07

07 92 00.02 INTERIOR JOINT SEALANTS 01/07

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES 02/10

08 14 00 WOOD DOORS 08/11

08 14 10 WOOD DOOR RESTORATION (NON-UFGS)

08 51 13 ALUMINUM WINDOWS 05/11

08 60 45 SKYLIGHTS AND TRANSLUCENT PANELS 02/12

08 71 00 DOOR HARDWARE 08/08

08 81 00 GLAZING 08/11

DIVISION 09 – FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD 02/10

09 22 36 LATH 01/08

09 23 00 GYPSUM PLASTERING 08/10

09 24 23 STUCCO 05/09

09 29 00 GYPSUM BOARD 05/11

09 30 00 CERAMIC TILE 08/10

09 30 10 CERAMIC TILE RESTORATION (NON-UFGS)

Project Table of Contents Page 3

09 51 00 ACOUSTICAL CEILINGS 08/10

09 62 38 STATIC CONTROL FLOORING 11/12

09 64 00 WOOD FLOORING RESTORATION (NON-UFGS)

09 65 00 RESILIENT FLOORING 08/10

09 66 23 RESINOUS TERRAZZO FLOORING 08/10

09 68 00 CARPET 05/10

09 90 00 PAINTS AND COATINGS 05/11

09 97 30 PAINTING HISTORIC METAL SURFACES (NON-UFGS)

DIVISION 10 – SPECIALTIES

10 14 00.00 20 INTERIOR SIGNAGE 11/12

10 21 13 TOILET COMPARTMENTS AND SOLID PHENOLIC CASEWORK 01/07

10 26 13 CORNER GUARDS 08/10

10 28 13 TOILET ACCESSORIES 07/06

10 44 16 FIRE EXTINGUISHERS 05/12

10 51 13 METAL LOCKERS AND CABINETS 05/11

10 56 13 STEEL SHELVING 04/06

10 74 13 EXTERIOR CLOCK RESTORATION (NON-UFGS)

DIVISION 11 – EQUIPMENT

11 31 13 ELECTRIC REFRIGERATOR 08/08

DIVISION 12 – FURNISHINGS

12 21 00 WINDOW BLINDS 08/10

12 93 00 SITE FURNISHINGS 02/09

DIVISION 14 – CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS 02/09

DIVISION 21 – FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION 05/09

21 30 00 FIRE PUMPS 04/08

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE 11/11

22 05 83.63 CURED-IN-PLACE PIPE (CIPP) LINING 11/13

22 07 19 PLUMBING PIPING INSULATION 08/13

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST

SYSTEMS 08/10

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS 08/10

23 05 15 COMMON PIPING FOR HVAC 02/09

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT 02/11

Project Table of Contents Page 4

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC 08/09

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS 02/13

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS 01/08

23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS 05/11

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM 04/06

23 22 13.35 40 STEAM TRAPS 02/11

23 22 23.00 40 STEAM CONDENSATE PUMPS 02/11

23 22 25.00 40 STEAM VALVES 02/11

23 23 00 REFRIGERANT PIPING 10/07

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS 11/08

23 31 13.00 40 METAL DUCTS 11/12

23 34 23.00 40 HVAC POWER VENTILATORS 02/11

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS 05/10

23 57 10.00 10 FORCED HOT WATER HEATING SYSTEMS USING WATER AND

STEAM HEAT EXCHANGERS 01/08

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING

SYSTEMS 08/09

23 70 03.00 10 HEATING AND UTILITIES SYSTEMS, CENTRAL STEAM 01/08

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT 04/08

23 82 19.00 40 FAN COIL UNITS 02/11

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS 07/06

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL 08/13

26 05 13.00 40 MEDIUM-VOLTAGE CABLES 08/10

26 05 19.00 10 INSULATED WIRE AND CABLE 11/08

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES 05/11

26 08 00 APPARATUS INSPECTION AND TESTING 08/08

26 09 13 POWER MONITORING SYSTEM 11/08

26 09 23.00 40 LIGHTING CONTROL DEVICES 08/13

26 11 16 SECONDARY UNIT SUBSTATIONS 02/10

26 12 19.00 40 PAD-MOUNTED, LIQUID-FILLED MEDIUM-VOLTAGE

TRANSFORMERS 02/11

26 20 00 INTERIOR DISTRIBUTION SYSTEM 08/08

26 22 00.00 10 480-VOLT STATION SERVICE SWITCHGEAR AND TRANSFORMERS 10/07

26 23 00 SWITCHBOARDS AND SWITCHGEAR 02/11

26 24 16.00 40 PANELBOARDS 08/10

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION 10/07

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS 04/06

26 51 00 INTERIOR LIGHTING 07/07

26 56 00 EXTERIOR LIGHTING 05/13

26 56 10 HISTORIC EXTERIOR LIGHTING RESTORATION (NON-UFGS)

DIVISION 27 – COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM 04/06

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS 08/11

27 10 00 TELECOMMUNICATIONS CABLING SYSTEM 08/11

27 13 23.00 40 COMMUNICATIONS OPTICAL BACKBONE CABLING 11/08

Project Table of Contents Page 5

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 16 01.00 10 SMALL INTRUSION DETECTION SYSTEM 11/08

28 20 01.00 10 ELECTRONIC SECURITY SYSTEM 10/07

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM 08/11

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK 08/08

31 48 00 UNDERPINNING (NON-UFGS)

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS 08/08

32 10 00 BITUMINOUS CONCRETE PAVEMENT 08/08

32 11 10 RAPID DRAINAGE MATERIAL 08/08

32 11 16.16 STRUCTURAL SOIL BASE COURSE FOR RIGID PAVING 11/11

32 16 13 CONCRETE SIDEWALKS AND CURBS 04/08

32 17 24.00 10 PAVEMENT MARKINGS 04/08

32 84 24 IRRIGATION SPRINKLER SYSTEMS 08/11

32 92 23 SODDING 04/06

32 93 00 EXTERIOR PLANTS 02/10

DIVISION 33 – UTILITIES

33 11 00 WATER DISTRIBUTION 02/11

33 40 00 STORM DRAINAGE UTILITIES 02/10

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION 02/15

APPENDIX

GEOTECHNICAL EVALUATION

--End of Section --

The graphic format for this 4' x 6' sign panel follows the legend guidelines and layout as specified below. The large 4' x 4' section of the panel in the right is to be white with black legend. The 2' x 4' section of the sign on the left with the full corps Signature (reverse version) is to be screen printed Communications Red on the white background. The castle insignia will be furnished by the Government in pressure sensitive vinyl for affixing by the Contractor.

See attached sheet for fabrication and mounting guidelines.

SAMPLE:

2"

2.5"

Pershing Barracks Renovations Bldg 751

US Military Academy, West Point NY

3" 21" 1" 21"

6"

4.5"

3"

(Dimensions are in inches)

4.5"

6"

2.25"

21" 3" 42" of Engineers

Design and Construction

New York District

US Army Corps

7.75"

9.5"

2"

1.875"

1.875"

1.875"

1.875" identification of project or facility

(civil works) or name of sponsoring department (military).

Typeface: 3" Helvetica Bold

Maximum line length: 42"

Legend Group 4: One-to two-line three-line project title legend describes the work being done under this contract.

Color: Black

Color: White

Typeface: 1.25" Helvetica Regular

Legend Group 3: One- to

10.5"

PROJECT IDENTIFICATION SIGN

MILITARY PROJECT

4.5"

6.25"

Legend Group 1: One- to two-line 3"

Supervised by Color: White

District Name (optional). Place description of Corps relationship to project

Castle) below 10.5" Reverse Signature (6"

Typeface: 1.25" Helvetica Regular

Maximum line length: 19"

Legend Group 2: Division or

PROJECT IDENTIFICATION SIGN

* Refers to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

CID-01 various

Panel

48" WH-RD/BK

line identification of prime

Cross-align the first of Legend

4' x 6'

Color

Size Size Code Height Bkg/Lgd

Mounting

4' x 4'

Type

Legend

* Appendix D

Color: Black

(architect, general contractor, etc.), corporate or firm name, city, state.

Use of Legend Group 5 is optional.

contractors including: type

Post Specification Sign

HDO-3

Legend Group 5a-b: One-to-five initial capitals only as shown.

Letter and word spacing to follow

Corps standards as specified in

Typeface: 1.25" Helvetica Regular

Maximum line length: 21"

All typography is flush left and rag right upper and lower case with

Group 4 with the first line of the

Corps Signature (US Army Corps) as shown.

Color: Black

Typeface: 1.5" Helvetica Regular

Maximum line length: 42"

The graphic format, color, size and type-faces used on the sign are to be reproduced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend Group 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety performance record.

Legend Group1: Standard two-line title "safety is a Job Requirement", with (8" od.) Safety Green First Aid logo. Color: To match PMS 347 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black 2.25" Typeface: 1.5" Helvetica Regular Maximum line length: 42"

2.25" Legend Group 3: One - to two-line identification: name of prime This project has Days without & contractor and city, state address. 1.875" operated: lost time injury 4.875" Color: Black Typeface: 1.5" Helvetica Regular Total days worked Maximum line length: 42" 1.875" on this contract 4.875"

Legend Group 4: Standard safety Lost time record captions as shown. 1.875" injuries 4.875" Color: Black

Typeface: 1.25" Helvetica Regular

R l bl b t b

3"

4"

3"

3" 3.875"

SAFETY PERFORMANCE SIGN

Safety is a Job Requirement

3" 3"8"

Pershing Barracks Renovations

Bldg 751

US Military Academy, West Point NY

3" 31"

6"

4.5"

10.5"

Replaceable numbers are to be mounted on white .060: aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5"x.5"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown.

Letter- and word-spacing to follow Corps standards as specified in Appendix D. *

* Refer to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

Sign Legend Post Specifications Mounting Color Type Size Size Code Height Bkg/Lgd CID-02 various HDO-3 48" WH/BK-GR

.875"

3.125"

.975"

SAFETY PERFORMANCE SIGN

mounting guidelines.

Panel Size

2.5"

4"x4" 4"x4"

2.5" 2.5"

See attached sheet for fabrication and

Dimensions inches.

3" 2" 17"

As Construction Project Identification signs Detailed specifications for and Safety Performance signs are to be HDD plywood panel preparation are pro-fabricated and installed as described vided in Appendix B.** below. The signs are to be erected at a Shown below the mounting diagram is location designated by the contracting of- a panel layout grid with spaces provided ficer and shall conform to the size, format, for project information. Photocopy this and typographic standards shown on page and use as a worksheet when pre-the attached sheets. paring sign legend orders.

The sign panels are to be fabri-cated from .75" High Density Over-lay Plywood. Panel preparation to follow HDD specifications provided in Appendix B. **

Sign graphics to be prepared on a white non-reflective vinyl film with positionable adhesive backing.

All graphics except for the Com-munications Red background with Corps signature on the project sign are to be die-cut or computer-cut non-reflective vinyl, pre-spaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on the attached sheets.

The 2'x4' Communications Red panel (to match PMS-032) with full Corps signature (reverse ver-sion) is to be screen printed on the white background. Identifica-tion of the District or Division may be applied under the signature with white cut vinyl letters pre-pared to Corps standards. Large Construction Project Sign scale reproduction artwork for the Legend Group 1: Corps Relationship signature is provided on page 4.8

Drill and Insert six (6) .375" T-nuts from the front face of the HDD Legend Group 2: Division/District Name

2.

sign panel. Position holes as 1.

shown Flange of T-nut to be flush

18"

(photographically enlarge from 1.

6.875" to 10.5"). **

Fabrication and Mounting Guidelines

48"

48"

(Dimensions in inches)

** Refers to the U.S. Army Corps of Engineer "Sign Standards Manual", EP-310-1-6.

Apply graphic panel to prepared Legend Group 3: Project Title HDD plywood panel following better. Post to be 12" long. Drill six (6) .375" mounting holes in Legend Group 4: Facility Name uprights to align with T-nuts in sign

Assemble sign panel and uprights. Legend Group 5a: Contractor/A&E Legend Group 5b: Contractor /A&E Imbed assembled sign panel and

Safety Performance Sign Legend Group 1: Project Title

Legend Group 2: Contractor/A&E

1.

2.

5. 5.

1.

2.

reinforce installation as shown 3. 3.

4. 4.

require bolting additional 2"x4" 2. 2.

struts on inside face of uprights to uprights in 4" hole. Local soil con- 1. 1.

ditions and/or wind loading may panel. Countersink (.5") back of 1.

hole to accept socket head cap screw (4"x.375"). 2.

2.Sign uprights to be structural grade 4"x4" treated Douglas Fir

3.or Southern Yellow Pine. No.1 or with sign face. 2.

manufacturers' instructions. 1.

shown. Flange of T-nut to be flush

Section 00 75 95 Page 1

SECTION 00 75 95

ROOF SYSTEM 20-YEAR DIAGNOSTICS / PERFORMANCE WARRANTY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and all Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Inspection

2. Diagnostics

3. Scope of Work

4. Estimated Budget

5. Preventative Maintenance

6. Housekeeping

7. Web Based Information Management Tool

B. A 20-year Diagnostics/Performance Warranty that transfers the financial risk of maintaining a dry Environment to the Warrantor at a firm fixed price. The building will not require any additional funds from the owner to do repairs or maintenance during the term of this Warranty period.

1.3 DEFINITIONS

A. Warrantor: It is the intention of this specification to have a single company responsible for the performance of the complete Roof System analysis, design, material, labor and continued 1-year maintenance program under a Diagnostics/Performance Warranty contract. In addition, all roof asset information related to the installation and ongoing maintenance shall be recorded and updated regularly through a password protected web site provided by the Warrantor. The Government Agency shall have full access to their private web site.

B. Roof Systems: All metal roofing components, membranes, asphalts, mastics, flashing, metal trim, penetrations, curbs, cover boards, substrate boards, insulation, components and accessories for a complete and secure a watertight roofing system.

C. Roofing Terminology: Refer to ASTM D 1079 and glossary of NRCA's "The NRCA Roofing and Waterproofing Manual" for definition of terms related to roofing work in this Section.

Section 00 75 95 Page 2

1.4 PERFORMANCE REQUIREMENTS

General: Deliver diagnostics and a roof system performance warranty that includes a proactive methodology for managing and maintaining a dry building environment that transfers all technical responsibility and financial risk to the warrantor.

1.5 SUBMITTALS

A. Warranty: Sample of the Performance Warranty contract.

1.6 QUALITY ASSURANCE

A. Warrantor Qualifications:

1. The Warrantor must be ISO 9001 certified.

2. The Warrantor shall provide all aspects of this warranty as a single source warranty provider.

1.7 WARRANTY

A. General: The Diagnostics/Performance Warranty, as specified in this Article, shall not deprive the Government Agency of other rights the Government Agency may have under other provisions of the Contract Documents. The warranty shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents.

B. The Warrantor shall deliver a 20-year Diagnostics/Performance Warranty on all components and accessories related to the roof system asset to the Government Agency.

1. This 20-year Performance Warranty transfers the risk of maintaining a “Dry Environment” to the Warrantor at a firm fixed price included within this contract. The building will not require any additional funds from the owner to do repairs or maintenance during the term of this Performance Warranty.

a. The Diagnostic/Performance Warranty shall be a computer-implemented solution that is a hybrid of diagnostics, materials and services to guarantee a leak free roofing system. The Diagnostics/Performance Warranty shall consist of:

1) Diagnostics, which includes a condition assessment, infrared scan, membrane core sample analysis and the development of a Scope of work to reach a watertight start-up standard of performance;

2) Implementation of Maintenance Schedule to include preventive maintenance and housekeeping; and

3) Emergency Leak Response at no additional cost to the government to maintain the roofing system in a watertight condition.

Section 00 75 95 Page 3

C. The Performance Warranty shall include labor & material coverage against leakage on all roofing system components installed by the contractor; including those manufactured by others. Included are the following:

1. Sheet metal flashing and trim.

2. Base sheet and fasteners.

3. Roof decking.

4. Insulation materials and adhesives.

5. Cover boards and adhesives.

6. Substrate boards and adhesives.

7. Roof membrane components and adhesives.

8. Wood blocking and fastening components.

9. Flashing, counter-flashing and metal trim.

10. Tapered edge and cant strips.

11. Surface mastics, coatings and stripping.

12. All drain assemblies, scuppers, expansion joints, pitch pans and other components, excluding interior plumbing.

13. Any leaks or other problems caused by substrate movement, excluding decks.

14. Cover against damages from wind speeds as specified.

D. The Performance Warranty must include a Web Based Information Database Program for use by Government Personnel and Contractor.

This web-based, password-protected program allows the owner to view and print the AutoCAD® drawings, photographs, and roof reports, as well as update all information within the database.

This software must perform database queries as well as manage capital & maintenance budgets and cost projections over the duration of the roof maintenance plan.

E. Roof Management and Maintenance: The following services will be provided to the Government Agency at the beginning of the warranty period, at no additional cost. This information shall be entered into the Database Program.

1. Roof Inspection Report: Provide report of roof conditions based upon roof inspections.

2. Storm Reports, Monitoring and Follow-up: Roof inspection at building owner request of roof areas after major storm activity.

3. Roof Top Housekeeping:

a. Remove, bag and properly dispose of all debris from the roof membrane, drains, gutters and scuppers at an approved project site location.

4. Roof Preventative Maintenance and Repair shall include, but is not limited to the following:

a. Roof System Flashing Components

b. Equipment/Projection Flashing Components

c. Drains, Gutters and Scuppers

Section 00 75 95 Page 4

5. Leak responsibilities of the Warrantor to the Government Agency:

a. In the event that a leak should occur:

1) Provide toll free number to call in leak report.

Number will be monitored twenty-four (24) hours a day, 365 days a year.

2) Provide a response on all leak calls within twenty-four (24) hours from when the call is made.

3) Provide a repair crew, at the building site, within two (2) business days of the call.

4) Provide follow-up inspection to ensure that repairs were made properly.

b. Monitor all leak events and response and provide a written quarterly summary if leaks have occurred.

Deliver to Government Agency at the end of each quarter when leaks have occurred.

PART 2 - WARRANTY PROVIDER

2.1 WARRANTOR

A. Roof System Performance Warranty Provider: Subject to compliance with requirements, provide the Performance Warranty by the Warrantor specified.

PART 3 - EXECUTION

3.1 EXECUTION

A. Execute the Diagnostic/Performance Warranty as outlined.

End of Section 00 75 95

USMA, West Point, New York

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes: Abatement of identified asbestos-containing materials;

abatement of identified lead based paint; demolition of interior partitions; demolition of roof coverings and structures; complete roofing and roof drain replacement with installation of secondary means of roof drainage; replacement of metal roof and wall panels; renovation of underground storm drain systems; upgrades to improve thermal performance of the exterior walls; complete window replacement in compliance with ATFP Standards; restoration of historic wood doors, wood floors, wood window surrounds, wood handrails, and guardrails; exterior repairs to existing masonry including grotesques and blue stone; fire protection upgrades to existing structure; new chilled water service; new steam water service extended from central plant; new HVAC systems; complete renovation of Toilet rooms; replacement of Cadet furnishings; new floor, ceiling and wall finishes; complete replacement of conveying systems (elevator)including shaft; new and upgraded lighting; new underground electrical service and upgraded power distribution systems; refurbishment of historic Tower clock;

new communications systems; replacement of domestic plumbing fixtures and distribution systems; new fire alarm system, new wet pipe sprinkler system,replacement of exterior walks; new stone planters; tree wells; new irrigation system; soil,plantings, and trees and incidental related work.

1.1.2 Location

The work shall be located at the existing Pershing Barracks, Building 751 at the United States Military Academy (USMA), West Point, New York.

1.2 OCCUPANCY OF PREMISES

The Building will not be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.3 EXISTING WORK

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

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition

Section 01 11 00 Page 1 equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation. 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.

1.4.1 NOTIFICATION

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

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located within the USMA campus within one mile of the construction site.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

Section 01 11 00 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

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

1.3 PROJECT SCHEDULER QUALIFICATIONS

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

PART 2 PRODUCTS

2.1 SOFTWARE

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

Section 01 32 01.00 10 Page 1

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

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

2.1.2.1 Primavera

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

2.1.2.2 Other Than Primavera

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

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

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

3.2.1 Activity Cost Loading

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

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

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the

Section 01 32 01.00 10 Page 2 disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

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

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

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

3.3.2 Activity Durations

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

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

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

Section 01 32 01.00 10 Page 3

j. Submission and approval of fire protection specialist.

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

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

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

t. Government's pre-final inspection.

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

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

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

http://rms.usace.army.mil.

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

Section 01 32 01.00 10 Page 4

Field Activity Code Length Description

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

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

3.3.6.1 Workers Per Day (WRKP)

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

3.3.6.2 Responsible Party Coding (RESP)

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

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

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

Section 01 32 01.00 10 Page 5

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00.00 10 QUALITY CONTROL. An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

Section 01 32 01.00 10 Page 6

3.3.7.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

3.3.7.2 End Project Finish Milestone and Constraint

The last activity in the schedule must be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.7.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.3.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

3.3.7.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

3.3.8 Calendars

Schedule activities on a Calendar to which the activity logically belongs.

Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop sSeasonal Calendar(s) and assign to seasonally affected activities as applicable.

If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated days provided in the contract clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Assign non-work days over a seven-day week as weather records are compiled on seven-day weeks, which may cause some of the weather related non-work days to fall on weekends.

3.3.9 Open Ended Logic

Only two open ended activities are allowed: the first activity "NTP Acknowledged" may have no predecessor logic, and the last activity -"End Project" may have no successor logic.

Section 01 32 01.00 10 Page 7

Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's approval.

3.3.10 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failure to document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.

3.3.11 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.

3.3.12 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the Contracting Officer. Activity ID and description changes are considered new activities and cannot be changed without Contracting Officer approval.

3.3.13 Original Durations

Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.

3.3.14 Leads, Lags, and Start to Finish Relationships

Lags must be reasonable as determined by the Government and not used in place of realistic original durations, must not be in place to artificially absorb float, or to replace proper schedule logic.

a. Leads (negative lags) are prohibited.

b. Start to Finish (SF) relationships are prohibited.

3.3.15 Retained Logic

Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.

Section 01 32 01.00 10 Page 8

3.3.16 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete to allow for proper schedule management.

3.3.17 Remaining Duration

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

3.3.18 Cost Loading of Closeout Activities

Cost load the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present contract value. Activity(ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).

3.3.18.1 As-Built Drawings

If there is no separate contract line item (CLIN) for as-built drawings, cost load the "Submission and approval of as-built drawings" activity not less than $35,000 or 1 percent of the present contract value, which ever is greater, up to $200,000. Activity will be declared 100 percent complete upon the Government's approval.

3.3.18.2 O & M Manuals

Cost load the "Submission and approval of O & M manuals" activity not less than $20,000. Activity will be declared 100 percent complete upon the Government's approval of all O & M manuals.

3.3.19 Anticipated Adverse Weather

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

3.3.20 Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before the contractually required completion date.

a. No IPS indicating an Early Completion will be accepted without being fully resource-loaded (including crew sizes and manhours) and the Government agreeing that the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

Section 01 32 01.00 10 Page 9

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The data CD/DVD, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.

Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.

3.4.1 Preliminary Project Schedule Submission

Within 15 calendar days after the NTP is acknowledged submit the Preliminary Project Schedule defining the planned operations detailed for the first 90 calendar days for approval. The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP. Completely cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. The Preliminary Project Schedule may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as specified. The Preliminary Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required plan and program preparations, submissions and approvals identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan) as well as design activities, planned submissions of all early design packages, permitting activities, design review conference activities, and other non-construction activities intended to occur within the first 90 calendar days. Government acceptance of the associated design package(s) and all other specified Program and Plan approvals must occur prior to any planned construction activities.