Specifications W912DS-11-R-0012.pdf

NEW YORK DISTRICT

West Point Middle School Addition and Renovation

United States Military Academy West Point, New York

Specifications

W912DS-11-R-0012

Specifications

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West Point Middle School Addition and Renovation, West Point, New York

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MAIN TABLE OF CONTENTS

SECTION TITLE

00010 BID SCHEDULE

00100 INSTRUCTIONS TO OFFERORS

00 22 11 PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION

CRITERIA AND BASIS OF AWARD ONE STEP-BEST VALUE -

LPTA

00600 REPRESENTATIONS AND CERTIFICATIONS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

00 91 00 APPENDICES

TECHNICAL PROVISIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 23 13 OPTIONS

01 32 01.00 18 PROJECT SCHEDULE

01 33 00.00 18 SUBMITTAL PROCEDURES

01 33 29 LEED™ DOCUMENTATION

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 18 CONTRACTOR QUALITY CONTROL

01 45 20.00 18 TESTING FOR MECHANICAL AND ELECTRICAL SYSTEMS

01 45 30.00 18 CONTRACTOR WARRANTY MANAGEMENT

01 45 35 SPECIAL INSPECTION FOR SEISMIC-RESISTING SYSTEMS

01 52 60.00 18 CONSTRUCTION INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 62 35 RECYCLED/RECOVERED MATERIALS

01 73 19 INSTALLATION OF GOVERNMENT-FURNISHED CLASSROOM,

LABORATORY AND OFFICE EQUIPMENT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

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01 78 00 CLOSEOUT SUBMITTALS

01 78 23.00 18 OPERATION AND MAINTENANCE DATA

01 91 00 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS

MATERIALS

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

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

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS

CONTAINING PCBs AND MERCURY

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED

BIPHENYLS (PCSs)

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

04 01 40 RESTORATION AND CLEANING OF MASONRY IN HISTORIC

STRUCTURES

04 20 00 MASONRY

04 72 00 ARCHITECTURAL CAST STONE

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 21 19 OPEN WEB STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

05 72 00 DECORATIVE METAL SPECIALTIES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

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06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 41 13 METAL ROOF PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 13 METAL ROLLING COUNTER DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 45 23 TRANSLUCENT FIBERGLASS SANDWICH PANEL WALL

SYSTEM

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 62 00 TRANSLUCENT PANEL SKYLIGHTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 23 00 GYPSUM PLASTERING

09 26 00 VENEER PLASTER

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

09 51 00 ACOUSTICAL CEILINGS

09 64 29 WOOD STRIP FLOORING

09 65 00 RESILIENT FLOORING

09 65 36 STATIC-CONTROL RESILIENT FLOORING

09 66 13 PORTLAND CEMENT TERRAZZO

09 66 16 TERRAZZO TILE

09 68 00 CARPET

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09 72 00 WALL COVERINGS

09 83 13 ACOUSTICAL WALL TREATMENT

09 90 00 PAINTING AND COATING

09 97 30 PREPARATION OF HISTORIC WOOD AND METAL SURFACES

FOR PAINTING

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 21 23.16 CUBICLE TRACK AND HARDWARE

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 55 00 POSTAL SPECIALTIES

DIVISION 11 - CONVEYING EQUIPMENT

11 06 40.13 FOODSERVICE EQUIPMENT SCHEDULE

11 13 10 DOCK LEVELERS

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 53 00 LABORATORY EQUIPMENT AND FUMEHOODS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13.13 ENTRANCE FLOOR MATS

DIVISION 13 – SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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22 07 19 PLUMBING PIPING INSULATION

22 11 23 DOMESTIC WATER PACKAGED BOOSTER PUMPS

22 41 00 PLUMBING DEMOLITION FOR REMODELING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 GENERAL MECHANICAL PROVISIONS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND

OTHER BUILDING CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 21 13.00 20 LOW TEMPERATURE HEATING SYSTEM

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL

SYSTEMS

23 31 13 METAL DUCTS

23 34 23 HVAC POWER VENTILATORS

23 36 00 AIR TERMINAL UNITS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLS

23 57 10.00 10 FORCED HOT WATER HEATING SYSTEMS USING STEAM

HEAT EXCHANGERS

23 64 20 AIR COOLED WATER CHILLERS

23 64 26 CHILLED WATER PIPING SYSTEMS

23 74 30 GAS FIRED MAKE UP AIR UNITS (MAU)

23 74 33 PACKAGED DEDICATED OUTDOOR AIR UNIT WITH ENERGY

RECOVERY WHEEL

23 81 20 SPLIT-SYSTEM WALL MOUNTED AIR CONDITIONING UNITS

23 82 16 AIR COILS

23 82 19 FAN COIL UNITS/CABINET UNIT HEATERS

23 82 20 BLOWER COIL UNITS

23 82 23 UNIT VENTILATORS

23 82 33 HEATING HOT WATER UNIT HEATERS

23 82 46 ELECTRIC HEATERS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 13.00 40 MEDIUM-VOLTAGE CABLES

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 00.00 10 MOTOR CONTROL CENTERS, SWITCHBOARDS AND

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PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEM UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

26 52 00.00 40 EMERGENCY LIGHTING

26 53 00.00 40 EXIT SIGNS

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 10.00 10 FIBER OPTIC DATA TRANSMISSION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDNG FOR ELECTRONIC SAFETY AND

SECURITY

28 16 01.00 10 SMALL INTRUSION DETECTION SYSTEM

28 16 02 SECURITY AND COMMUNICATION SYSTEM

28 16 03 INTERCOM, PAGING, EMERGENCY PAGING, EMERGENCY

TONE AND TIME TONE COMMUNICATION SYSTEM FOR

SCHOOLS (K-12)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE

COURSE

32 11 26.16 BITUMINOUS CONCRETE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 31 14 BARRIER GATE AND OPERATOR WITH SMART TOUCH

CONTROLLER AND CARD READER

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32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERS

33 32 13.14 PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP TYPE

33 34 00 FORCE MAINS AND INVERTED SIPHONS; SEWER

33 40 00 STORM DRAINAGE UTILITIES

33 46 13 FOUNDATION DRAINAGE SYSTEM

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

00 91 00 APPENDICES

A. PHASING PLAN

A.1 HAZARDOUS MATERIALS INSPECTION

SUMMARY

B. ASBESTOS SURVEY

C. LEAD SURVEY

D. PCB SURVEY

APPENDIX A

Doug Brown Line

Doug Brown Text Box

FEB 2014

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JUNE

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STEP I: APR- JUNE 2014 (1954 BLDG ABATEMENT)

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JULY 2013

Doug Brown Callout Staging area in Phase 1

Doug Brown Arrow

Doug Brown Callout Staging area in Phase 1-4

Doug Brown Callout Staging area in Phase 2-4

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STEP II: JUNE - AUG 2014 (1954 DEMO AND SITEWORK)

APPENDIX A.1

TECHNICAL MEMORANDUM

Woolpert West Point Middle School HazMat Investigation February 8, 2011

To: Douglas M. Brown, PE, PMP, LEED AP From: Douglas J. Foerster, REM Re: West Point Middle School Hazardous Materials Inspection Summary Date: February 8, 2011

This memorandum is written to provide a summary of pre-construction/pre-demolition hazardous materials (HazMat) survey results for West Point Middle School, 705 Barry Road, West Point, New York. The HazMat survey was conducted in support of planned renovation/demolition related to facility upgrades and improvements designed by Woolpert. Surveys were conducted by Quality Environmental Solutions & Technologies, Inc. (QuEST), a New York State licensed inspection contractor, and included inspections for asbestos-containing materials (ACM), lead-based paint (LBP), and polychlorinated bi-phenyl (PCB)/Di(2-ethylhexyl) phthalate (DEHP)- and mercury-containing building elements.

Pre-Alteration ACM Inspection

In accordance with Title 12 NYCRR part 56-5.1(h), the following confirmed and/or assumed ACM must be removed prior to any access or disturbance, including demolition, renovation, remodeling, or repair, by uncertified trades or personnel:

Materials Description Material Location Material Quantity Abatement Unit Cost Abatement

Total

1934 Wing

ACM Insulation Board (Transite)

Inside walls, around recessed heating units throughout

25 SF ea. $4.50/SF (plus $500.00

ea. For mob./demob.) $612.50 ea.

Chalkboards/Chalkboard Adhesive

Throughout Classrooms 50 SF ea.

$7.50/SF (with adhesive (plus $500.00

ea. For mob./demob.)

$875.00 ea.

ACM Floor Tile and Mastic

Basement Level:

Break Rm. B-6; Cent.

Supply rm. B-6A;

Office Rm. B-12B

1,950 SF $3.00/SF (plus $500.00 for mob./demob.) $6,350.00

ACM Floor Tile and Mastic

First Floor: Office Rm. 100; Office Rm.

100-A

600 SF $3.00/SF (plus $500.00 for mob./demob.) $2,300.00

ACM Roofing Materials (assumed ACM) Exterior rooftops 13,500 SF $7.00/SF (plus $500.00 for mob./demob.) $95,000.00 *

1954 Annex Wing

ACM Ceiling Plaster Above non-asbestos ceiling tiles throughout 16,500 SF $8.00/SF (plus $500.00 for mob./cemob.) $132,500.00

Chalkboards/Chalkboard Adhesive

Throughout Classrooms 50 SF ea.

$7.50/SF (with adhesive (plus $500.00

ea. For mob./demob.)

$875.00 ea.

ACM Anti-Sweat Sink Insualtion

Basement Level:

Music Rm. B-8 (2 sinks)

15 SF $4.50/SF (plus $500.00 for mob./demob.) $567.50

Technical Memorandum Page 2

Materials Description Material Location Material Quantity Abatement Unit Cost Abatement

Total

1954 Annex Wing (cont.)

ACM Floor Tile and Mastic

First Floor: Corridor C-208 (including landings and vestibules);

Classrooms A-1, A-2, A-3, A-4

5,000 SF $3.00/SF (plus $500.00 for mob./demob.) $15,500.00

ACM Anti-Sweat Sink Insualtion

First Floor:

Classrooms A-1, A-2, A-3, A-4 (4 sinks)

30 SF $4.50/SF (plus $500.00 for mob./demob.) $635.00

ACM Roofing Materials (assumed ACM) Exterior rooftops 9,500 SF $7.00/SF (plus $500.00 for mob./demob.) $67,000.00 *

1985 Wing

ACM Roofing Materials (assumed ACM) Exterior rooftops 6,000 SF $7.00/SF (plus $500.00 for mob./demob.) $42,500.00 *

*No sampling of roofing materials was performed. Asphalt roofing products are assumed to contain asbestos. Cost represents estimate for complete removal of asbestos-containing roof. Should wholesale roof removal not be required, estimate abatement cost by product of Unit Cost and roof quantity to be removed. If sampling and analysis of asphalt roofing products does not indicate the presence of asbestos, roofing materials need not be removed prior to renovation/demolition activities that may disturb them.

Pre-Alteration LBP Inspection

Current Occupational Safety and Health Administration (OSHA) regulatory requirements establish occupational exposure standards for lead. Determination of lead content of paint and other surface coatings is recommended prior to beginning any renovation/demolition activities that might disturb the painted surfaces. In order to determine lead content of the various surface coatings present at West Point Middle School, a limited LBP screening inspection utilizing a Niton Xlp-300A X-Ray Fluorescence (XRF) spectrum analyzer was conducted.

Results of the LBP inspection indicate the following surface coatings contain lead quantities equal to or in excess of 1.0 milligram per square centimeter, and are defined as lead-based:

1934 Wing:

• All painted (multiple colors) metallic interior entry and perimeter exit doors and door components throughout building interior;

• All painted (brown) metallic window components throughout building exterior;

• All painted (yellow and blue) parking lot lines throughout building exterior;

• All glazed (white) porcelain sinks and toilets throughout building interior.

1954 Annex Wing:

• All glazed (multiple colors) ceramic wall and cove base tiles throughout building interior;

• All glazed (white) porcelain water fountains throughout building interior;

• All painted (yellow) ballards throughout building interior;

• All painted (yellow and blue) parking lot lines throughout building exterior.

Technical Memorandum Page 3

1985 Wing:

• All glazed (white) porcelain sinks throughout building interior;

• All painted (yellow and blue) parking lot lines throughout building exterior.

Surface coatings are considered Lead-Containing Paint (LCP) if the XRF result exceeded 0.0 mg/cm2 but was less than 1.0 mg/cm2. Occupational Safety and Health Administration (OSHA) regulations contained in 29 CFR 1926.62 do not specify a minimum concentration of lead that triggers a determination that lead is present. Therefore, the OSHA Lead in Construction Standard applies to all alteration, repair, or renovation project where any amount of lead is present in the surface coatings. Removal of LBP is not required. However, if any areas with LBP or LCP will be impacted by the renovation/demolition activities planned for West Point Middle School, contractors working on LBP/LCP-coated structures and/or in areas containing LBP/LCP should be notified of its presence and must adhere to the requirements of OSHA 1926.62.

Pre-Alteration PCB- and Mercury-containing Materials Inspection

The PCB- and mercury-containing materials inspection was conducted in two phases: phase one consisted of collection and analysis of representative samples of exterior soils (adjacent to the building) and collection and analysis of exterior perimeter window and door caulk that be affected by scheduled renovation activities. Phase two consisted of visual inventories of interior building materials potentially affected by scheduled renovation/demolition activities, including fluorescent light tubes and ballasts, mercury vapor lamps, thermostats, transformers, and miscellaneous electronic control systems.

Results of the PCB soil and caulk inspection identified the following materials to be above the EPA level of 50 parts per million (ppm) and are considered PCB-containing:

• Gray caulk around exterior window frames;

• Black caulk around exterior door frames.

1954 Annex Wing:

• White caulk around exterior door frames;

• Brown caulk around exterior window frames.

In addition, mercury-containing fluorescent light bulbs, exit light fixture bulbs/batteries, and smoke alarm bulbs/batteries are present throughout the structure as follows:

• Approx. 900 4-ft. fluorescent bulbs (3,600 LF);

• Approx. 35 2-ft. U-shaped fluorescent bulbs 970 LF);

• Approx. 50 Fire alarm/Exit light bulbs and batteries

1954 Annex:

• Approx. 500 4-ft. fluorescent bulbs (2,000 LF);

• Approx. 25 Fire alarm/Exit light bulbs and batteries

1985 Wing:

• Approx. 320 4-ft. fluorescent bulbs (1,280 LF);

• Approx. 10 Fire alarm/Exit light bulbs and batteries

Disposal/recycling of fluorescent light tubes can cost as much as $3.00 per linear foot (LF). At that unit rate, disposal of all fluorescent tubes and fire alarm/exit light bulbs and batteries will be approximately $20, 650.00

Technical Memorandum Page 4

There are also approximately 250 DEHP/PCB fluorescent light ballasts present in the 1934 Wing, 170 fluorescent light ballasts in the 1954 Wing, and approximately 110 DEHP/PCB fluorescent light ballasts in the 1985 wing. Removal and disposal of the ballasts is recommended where they will be removed as part of renovation activities, and is required prior to demolition of the 1954 Wing. Disposal of the ballasts is normally conducted by placement in an appropriate 55-gallon drum which is removed from the site by a licensed hazardous waste transporter for disposal. It is estimated that approximately 40-50 ballasts can be packed into each drum before exceeding weight limits. At that quantity per drum, approximately 12 drums would be required. At approximately $500.00 per drum for disposal, cost for disposal of all PCB/DEHP ballasts would be approximately $6,000.00 (assuming the ballasts are removed from the fixtures and placed in the appropriate drums by the construction contractor, not the hazardous waste transporter).

APPENDIX B

APPENDIX C

APPENDIX D

West Point Middle School Addition and Renovation, West Point, NY MIDDLE

SECTION 01 12 00.00 18

DESIGN AND RECORD DRAWING REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

All RECORD DRAWINGS (or "as-builts") to be provided under this contract shall be accomplished and developed using computer-aided design and drafting (CADD) software and procedures conforming to the following criteria.

1.2 GRAPHIC FORMAT

All CADD data shall be supplied in Bentley Systems, three-dimensional, MicroStation V8, native electronic digital format (i.e., .dgn, .cel). The contractor shall ensure that all digital files and data (e.g., model files, sheet files, reference files, cell libraries) are compatible with the Government's target CADD system (i.e., basic and advanced CADD software, platform, database software), and adhere to the standards and requirements specified herein. The term "compatible" means that data can be accessed directly by the target CADD system without translation, preprocessing, or postprocessing of the electronic digital data files. It is the responsibility of the contractor to ensure this level of compatibility.

1.3 CADD STANDARDS

CADD drawings shall be prepared in accordance with the New York District CAD Standard Version 1.0, the governing subset of the Department of Defense Architectural/Engineering/Construction (A/E/C) Computer-Aided Design and Drafting (CADD) Standard, Release 3.0. Standard drawing size shall be ANSI-D CADD drawings shall be prepared using inch-pound units.

All model files and sheet files shall include the following project code in their A/E/C CADD Standard file-name

WEST_POINT_MIDDLE_SCHOOL_ADDITION_AND_RENOVATION,_WEST_POINT,_NY.

The Contractor shall submit a written request for approval of any deviations from the Government's established A/E/C CADD standard. No deviations from the Government's established A/E/C CADD standard will be permitted unless prior written approval of such deviation has been received from the Government.

1.4 DELIVERY MEDIA AND FORMAT

All CADD data and files developed under this contract shall be delivered to the Government on electronic digital media at project completion, with each submittal as required in the Schedule of Work. The electronic digital data and files shall be provided on optical media (CD-ROM or DVD-R), referred to as a "disc." Each disc shall be delivered to the Government in a separate container, commonly referred to as a "jewel box." The electronic digital media shall be in a format that can be read and processed by the Government's target CADD system.

SECTION 01 12 00.00 18 Page 1

Model files, sheet files, and other associated files shall not be device-dependent, nor shall the directory structure of the disc require any reconfiguration or other manipulation on the Government's part to view, print, and plot the files directly from the disc. The directory structure of the disc shall be configured such that a complete download of the disc's contents to an electronic folder on a Government computer's hard drive will not require any reconfiguration or other manipulation on the Government's part to view, print, and plot the files.

A tagged portable document format (.pdf) file containing the set of full-sized plotted Sheet Files shall be also included on each disc. This .pdf set shall contain active bookmarks linking to each drawing in the set. The initial view of this set shall conform to the following settings: Layout and Magnification/Navigation Tab set to Bookmarks Panel and Page. Layout and Magnification/Page Layout set to Single Page. Layout and Magnification/Magnification set to Fit Page. (For further information on tagged .pdf documents refer to this website:

http://blogs.adobe.com/acrolaw/2006/01/understanding_t_1.html.)

Each disc shall be labeled with a printed label and each printed disc label shall contain, as a minimum, the following information:

(1) The Project's Name, Contract Number (and Delivery Order Number if applicable), date, and version and/or submission number.

(2) The name of the preparer's firm and the name and phone number of the preparer's Point-of-Contact for the project.

(3) The sequence number of the digital media for multiple-disc submittals.

(4) A description of the contents of the disc (e.g., "Architectural Plans," etc.).

Note: it is acceptable, storage permitting, to include specifications, design analyses and other data on the disc as space permits. These items shall be included in the disc label in accordance with paragraph above.

1.5 HARD COPY TRANSMITTALS

A transmittal letter shall accompany each electronic digital media submittal to the Government. The transmittal letter shall be dated and signed by the appropriate Contractor's representative. The transmittal letter shall be provided to the Government on 8-1/2-inch by 11-inch paper.

An electronic copy of the transmittal letter in .pdf format shall also be provided on the electronic digital media submitted to the Government. The transmittal letter shall contain, as a minimum, the following information:

(1) The information included on the external label of each CD-ROM, along with the total number being delivered, and a list of the names and descriptions of the files on each media unit.

(2) List of all new symbol cells created for the project, which were not provided to the Contractor with the Government-furnished materials. List of all new figures, symbols, tables, schedules, details, and other cells created for the project, which were not provided to the Contractor with the Government-furnished materials, and any associated properties. List of all database files associated with each drawing, as well as a description and documentation of the database format and schema design. Recommended

SECTION 01 12 00.00 18 Page 2 modifications which will be necessary to make the data available for GIS use.

(3) Certification that all delivery media are free of known computer viruses. A statement including the name(s) and release date(s) of the virus-scanning software used to analyze the delivery media, the date the virus scan was performed, and the operator's name shall also be included with the certification. The release or version date of the virus-scanning software shall be the current version which has detected the latest known viruses at the time of delivery of the digital media.

(4) A statement indicating that the A-E will retain a copy of all delivered electronic digital media (with all files included) for at least one year and, during this period of time, will provide up to 2 additional copies of each to the Government, if requested, at no additional cost.

(5) List of any deviations from the Government's standard level scheme and file-naming conventions and a copy of the Government's signed and dated approval letter allowing these exact deviations from the New York District CAD Standard.

The Contractor shall also provide paper copies of drawings as indicated in the paragraph entitled "Record Drawings" in Section 00 80 00.0018 SPECIAL

CONTRACT REQUIREMENTS.

1.6 OWNERSHIP

The Government, for itself and such others as it deems appropriate, will have unlimited rights under this contract to all information and materials developed under this contract and furnished to the Government and documentation thereof, reports, and listings, and all other items pertaining to the work and services pursuant to this agreement including any copyright. Unlimited rights under this contract are rights to use, duplicate, or disclose text, data, drawings, and information, in whole or in part in any manner and for any purpose whatsoever without compensation to or approval from the Contractor. The Government will at all reasonable times have the right to inspect the work and will have access to and the right to make copies of the above-mentioned items. All text, electronic digital files, data, and other products generated under this contract shall become the property of the Government. By reference, the following DFAR clauses are included in this contract as a part of the requirements herein:

a. DFAR 252.227-7013, "Rights in Technical Data - Noncommercial Items."

b. DFAR 252.227-7017, "Identification and Assertion of Use, Release, or Disclosure Restrictions."

c. DFAR 252.227-7020, "Rights in Special Works."

d. DFAR 252.227-7028, "Technical Data or Computer Software Previously Delivered to the Government."

e. DFAR 252.227-7037, "Validation of Restrictive Markings on Technical Data."

f. DFAR 252.227-7025, "Limitations on the Use or Disclosure of Government-Furnished Information Marked with Restrictive Legends."

g. DFAR 252.227-7014, "Rights in Noncommercial Computer Software and

SECTION 01 12 00.00 18 Page 3

Noncommercial Computer Software Documentation."

1.7 GOVERNMENT-FURNISHED MATERIALS

The New York District CAD Standard, Cover and Border sheet model files shall be downloaded from this website:

http://www.nan.usace.army.mil/business/buslinks/contract/ae/index.htm.

The A/E/C CADD Standard shall be downloaded from this website:

https://cadbim.usace.army.mil/CAD.

1.8 RETAINAGE

Failure of the contractor to provide the associated design or construction documents in compliance with the New York District CAD Standard, will result in the following retainages. The retainage shall be released following the approval of the New York District CAD Standard compliant deliverables. These retainages reflect the cost to the Government to revise and correct the design or construction documents to bring them into compliance with the New York District CAD Standard:

All electronic submittals. $2,000 retainage shall be held from the contractor if electronic submittals are not in compliance with the provisions of paragraph titled DELIVERY MEDIA AND FORMAT above.

Final CAD submittal. $25,000 retainage shall be held from the contractor if CAD deliverables are not in compliance with the New York District CAD Standard.

Record ("As-Built") CAD submittal. $15,000 retainage shall be held from the contractor if record ("as-built") CAD deliverables are not in compliance with the New York District CAD Standard.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 12 00.00 18 Page 4

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

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 in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2005) Construction Equipment Ownership and Operating Expense Schedule, Vol 1-12

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. The following shall be submitted in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of prices; G, RO

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 15 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 therefor.

1.3.2 Schedule Instructions

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 the 5 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.

1.3.3 Schedule Requirements for HVAC TAB

The field work Section 23 05 93, TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Schedule of Prices and in the Construction Progress Documentation by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall

SECTION 01 20 00.00 20 Page 1 be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report.

The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government.

The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

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-1110-1-8.

1.5 PAYMENTS TO THE CONTRACTOR

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.

SECTION 01 20 00.00 20 Page 2

1.5.1 Obligation of Government Payments

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:

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

b. Claims which the Government may have against the Contractor under or in connection with this contract;

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

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.5.2 Payment for Materials Offsite

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

a. Conditions described in the paragraph entitled "Payments to the Contractor";

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

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

d. 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, precast/prestressed concrete piles, and electrical cable are acceptable; items such as gypsum wallboard, glass, insulation, and wall coverings are not;

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

f. Conditions specified in "FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts."

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

NOT USED.

SECTION 01 20 00.00 20 Page 3

SECTION 01 23 11

OPTIONS

PART 1 GENERAL

1.1 SUMMARY

Section includes administrative and procedural requirements for Options.

1.2 DEFINITIONS

"Option" means a unilateral right in a contract by which, for a specified time, the Government may elect to purchase additional supplies or services called by the contract, or may elect to extend the term of the Contract.

Notice To Proceed of individual options as noted below shall not affect the Completion Date of the base Contract as determined by the base Contract Notice to Proceed.

1.3 GENERAL

The extent of work for each Option is indicated on the drawings.

1.4 COORDINATION

The Contractor shall coordinate related work and modify or adjust adjacent work as necessary to ensure that work affected by each exercised Option is complete and fully integrated into the project. The Contractor shall provide appropriate detailing to properly terminate or transition from Option to base bid work and Option to Option work. The Contracting Officer will review and approve in writing any and all Contractor generated documents. The Contracting Officer will review and approve in writing any and all Contractor generated documents.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 SCHEDULE OF OPTONS

Not Used.

SECTION 01 23 11 Page 1

SECTION 01 32 01.00 18

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) 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. The following shall be submitted in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

SD-01 PreConstruction Submittals

Narrative Report; G, RO Schedule Reports; G, RO

Four copies of the reports showing numbers, descriptions, dates, float, starts, finishes, durations, sequences, etc., as required.

SD-07 Certificates

Qualifications Statement;

Documentation showing the qualifications of personnel preparing the reports.

SD-12 Schedules

Initial Project Schedule; G, RO Preliminary Project Schedule; G, RO Periodic Project Schedule; G, RO

Four copies of the schedules showing codes, values, categories, numbers, and other items, etc., as required.

1.3 QUALITY ASSURASNCE

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall have

SECTION 01 32 01.00 18 Page 1 previously developed, created, and maintained at least 2 electronic schedules for projects similar in nature to this project and shall be experienced in the use of the scheduling software that meets the requirements of this specification.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULES FOR CONSTRUCTION CONTRACTS and Section 00 80

00.00 18 Special Contract Requirements, paragraph 19 SCHEDULING AND DETERMINATION OF PROGRESS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design (if design-build projects) and construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

SubContractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The schedule must be a forward planning as well as a project monitoring tool.

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions, and to provide the basis of all progress payments. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract.

Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

SECTION 01 32 01.00 18 Page 2

3.2 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update or qualified scheduling personnel will result in an inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer. The aggregate value of all activities coded to a contract CLIN shall equal the value of the CLIN on the Schedule.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the Project Schedule shall be capable of meeting all requirements of this specification and shall be capable of producing the Standard Data Exchange Format (SDEF) file discussed in ER 1-1-11. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the schedule. Scheduling software that meets the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 are Primavera Project Planner (P3) or Primavera Project Management (P5) by Primavera, and Open Plan by Deltek. Manual methods shall not be utilized to produce any required information. The contractor shall be required to furnish to the Gov't the software scheduling program with one software license for the duration of this contract.

3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule. Prepare the Project Schedule using the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

With the exception of the initial and preliminary schedule submission, the Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified by the Contracting Officer, shall result in the disapproval of the schedule. The Contracting Officer will use, but is not limited to, the following conditions to determine the appropriate level of detail to be used in the Project Schedule:

3.3.2.1 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 shall have Original Durations (OD) greater than 20 work days or 30 calendar days. Procurement activities are defined herein.

SECTION 01 32 01.00 18 Page 3

3.3.2.2 Procurement Activities

The schedule must include activities associated with the submittal, approval, 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. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, deliver, installation and testing.

3.3.2.3 Mandatory Tasks

In addition to other activities as required to complete the project, the Progress Schedule shall include the following as separate line activities:

a. Submission and approval of O & M manuals.

b. Submission and approval of as-built drawings.

c. Contractor's pre-final inspection.

d. Correction of punchlist from Contractor's pre-final inspection.

e. Government's pre-final inspection.

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

g. Final inspection.

3.3.2.4 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.

3.3.2.5 Workers Per Day

All activities shall have an estimate of the average number of workers per day that are expected to be used during the execution of the activity to produce the expected completion date. If no workers are required for an activity, in the case of activities related to procurement, for example, then the activitity shall be identified as using zero workers per day. The workers per day information for each activity shall be identified by the Workers Per Day Code.

3.3.2.6 Activity Responsibility Coding (RESP)

Assign responsibility Code for all activities to the Prime Contractor, Subcontractor or Government agency responsible for performing the activity. 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 Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements. Code all activities not coded with a Government Responsibility Code to the Prime Contractor or Subcontractor responsible to perform the work. Activities shall not have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record); ELEC (for the

SECTION 01 32 01.00 18 Page 4 electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE). Unacceptable code values are abbreviations of the names of subcontractors.

3.3.2.7 Activity Work Area Coding

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 shall not have more than one Work Area Code. Not all activities are required to be Work Area coded. A lack of Work Area coding will indicate the activity is not resource or space constrained.

3.3.2.8 Contract Changes/Requests for Equitable Adjustment (REA) Coding

(MODF)

Assign Activity code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by the Contracting Officer, with a Contract Changes/REA Code. Key all Code values to the Government's modification numbering system. Any activity or sequence of activities added to the schedule as a result of alleged constructive changes made by the Government may be added to a copy of the current schedule, subject to the approval of the Contracting Officer.

Assign Activity codes for these activities with a Contract Changes/REA Code. Key the code values to the Contractor's numbering system. Approval to add these activities does not necessarily mean the Government accepts responsibility and therefore liability for such activities and any associated impacts to the schedule, but rather the Government recognizes such activities are appropriately added to the schedule for the purposes of maintaining a realistic and meaningful schedule. Such activities shall not be Responsibility Coded to the Government unless approved. An activity shall not have more than one Contract Changes/REA Code.

3.3.2.9 Contract Line Item (CLIN) Coding (BIDI)

Code all activities to the CLIN on the Contract Line Item Schedule to which the activity belongs. An activity shall not contain more than one CLIN Item Code. CLIN Item code all activities, even when an activity is not cost loaded.

3.3.2.10 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities based upon the phase of work in which the activity occurs. Code activities to a Construction Phase. Code fast track construction phases proposed by the Contractor to allow filtering and organizing the schedule by fast track design and construction packages. If the contract specifies construction phasing with separately defined performance periods, identify a Construction Phase Code to allow filtering and organizing the schedule accordingly. Each activity shall have only one Phase of Work code.

3.3.2.11 Category of Work Coding (CATW)

Assign Category of Work Code to all Activities based upon the category of work to which the activity belongs. Category of Work Code must include, SECTION 01 32 01.00 18 Page 5 but is not limited to: permits, Construction Submittal approvals, Acceptance, Procurement, Fabrication, Delivery, Weather Sensitive Installation, Non-Weather Sensitive Installation, Start-Up, Test and Turnover. Assign a Category of Work Code to each activity. Each activity shall have only one Category of Work Code.

3.3.2.12 Definable Features of Work Coding (FOW1, FOW2,…