Package_2_-_Thule_Consolidation_1_-_Specifications_100.pdf

Design-Bid-Build

FY16 Thule Consolidation 1

Thule Air Base, Greenland

100% Submission

Specifications October 1, 2015

CHECKLIST - 1

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BIDS

CHECK LIST FOR BIDDERS

ATTACHED IS IFB NO.

FY 16 THULE CONSOLIDATION 1

THULE AIR BASE

GREENLAND

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION

MUST BE FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR

OFFER INELIGIBLE FOR AWARD. IMPORTANT ITEMS FOR YOU TO CHECK

ARE INCLUDED IN BUT NOT LIMITED TO THOSE LISTED BELOW. THIS

INFORMATION IS FURNISHED ONLY TO ASSIST YOU IN SUBMITTING A

PROPER BID

__HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

__HAVE YOU COMPLETED THE “REPRESENTATIONS AND

CERTIFICATIONS” (SECTION 004500) PORTION OF THE SOLICITATION?

__IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

__IS YOUR BID PROPERLY SIGNED?

__IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND

SURETY AND ARE ALL SEALS AFFIXED?

__DO THE BID BOND AND ACCOMPANYING DOCUMENTS BEAR

SIGNATURES AND SEALS AFFIXED AFTER THE DOCUMENT WAS

GENERATED, AS OPPOSED TO COMPUTER PRINTER-GENERATED

SIGNATURES AND/OR SEALS?

__HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR OFFER

BY ALTERING THE PROVISIONS OF THE SOLICITATION?

__WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH PRICE

ITEM? (THE SOLICITATION SPECIFICALLY STATES WHEN THIS IS

NECESSARY.)

__ARE DECIMALS IN YOUR PRICES IN THE PROPER PLACE? ARE YOUR

FIGURES LEGIBLE?

CHECKLIST - 2

__IF YOU HAVE MADE ERASURES OR CORRECTIONS ON YOUR BID, ARE

THEY INITIALED BY THE PERSON SIGNING THE BID?

__DOES THE ENVELOPE CONTAINING YOUR BID PROPERLY IDENTIFY

THAT IT ISA SEALED BID AND DOES IT CONTAIN THE CORRECT

SOLICITATION NUMBER AND BID OPENING TIME?

__WILL YOUR OFFER ARRIVE ON TIME? (SEE PARAGRAPH ENTITLED “LATE

SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS” IN THE

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS, SECTION 00100

OF THE SOLICITATION.)

NOTE: THERE ARE INCREASED SECURITY MEASURES AT JACOB K.

JAVITS FEDERAL BUILDING, 26 FEDERAL PLAZA THAT MAY AFFECT THE

TIME IT TAKES TO ENTER THE BUILDING. BIDDERS IS RESPONSIBLE TO

ENSURE THAT ITS BID IS SUBMITTED TIMELY.

COVER SHEET

NEW YORK DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK 10278-0090

INVITATION FOR BIDS

FOR

FY 16 THULE CONSOLIDATION 1

THULE AIR BASE GREENLAND

1. Attached is INVITATION FOR BIDS (IFB) NO.

2. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 002116).

4. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL OPPORTUNITY clause as it applies to the contract resulting from this solicitation.

(See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in Section 007200 of this IFB).

5. REPRESENTATIONS AND CERTIFICATIONS – SECTION 004500

Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

Within Section 007200, note in particular the PROHIBITION SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause (1984 APR).

6. Please review all bonds and accompanying documents required to be submitted.

Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all related documents MUST NOT bear computer printer-generated signatures and/or seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to being affixed to the document after its generation, will not be accepted.

Submission of such documents may render the bid or offer non-responsive and ineligible for award.

THIS PAGE IS BLANK

FY16 Consolidation 1, Thule Air Base, Greenland

TABLE OF CONTENTS - 1

MAIN TABLE OF CONTENTS

SECTION TITLE

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 10 METRIC MEASUREMENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 32 01.00 18 PROJECT SCHEDULE

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENT 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 52 60.00 18 CONSTRUCTION INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED/RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.00 18 CLOSEOUT SUBMITTALS

01 78 23.00 18 OPERATION AND MAINTENANCE DATA

DIVISION 03 – CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

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 50 14 STRUCTURAL METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

FY13 Consolidation 1, Thule Air Base, Greenland

TABLE OF CONTENTS - 2

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 08 27.00 10 BUILDING AIR BARRIER SYSTEM TESTING FOR COMMISSIONING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 41 13 METAL ROOF PANELS

07 41 63 FABRICATED ROOF PANEL ASSEMBLIES

07 42 13 METAL INSULATED WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 – DOORS AND WINDOWS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 36 13 SECTIONAL OVERHEAD DOORS

08 53 00 PLASTIC WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

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

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 51 53 LOCKER ROOM BENCHES

10 56 26 MOBILE STORAGE SHELVING

DIVISION 11 – EQUIPMENT

11 31 00 RESIDENTIAL APPLIANCES

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 24 13 ROLLER WINDOW SHADES

12 36 00 COUNTERTOPS

12 48 16 ENTRANCE FLOOR GRILLES

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 24 00 DRY-CHEMICAL FIRE-EXTINGUISHING SYSTEMS

TABLE OF CONTENTS - 3

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

21 00 00 PLUMBING, GENERAL PURPOSE

22 08 00 COMMISSIONING OF PLUMBING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

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 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 35 19.00 20 INDUSTRIAL VENTILATION AND EXHAUST

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

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

STEAM HEAT EXCHANGERS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 09 26 LIGHTING CONTROL PANELBOARD

26 11 16 SECONDARY WALK-IN UNIT SUBSTATIONS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS

26 27 13.10 30 ELECTRIC METERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 10.00 40 FIBER OPTIC DATA TRANSMISSION SYSTEM

27 51 16 PUBLIC ADDRESS SYSTEM AND MASS NOTIFICATION

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 01.00 10 ELECTRONIC SECURITY SYSTEM

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 23 00.00 20 EXCAVATION AND FILL

31 60 00 FOUNDATION PREPARATION

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 16.16 SUBBASE COURSE FOR FLEXIBLE PAVING

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

32 15 00 AGGREGATE SURFACE COURSE

TABLE OF CONTENTS - 4

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 60 02 ABOVEGROUND HEAT DISTRIBUTION SYSTEM

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.19 41 22 23.19 41 34 23.33

JIB CRANES

MONORAIL HOISTS

DRY FILTER PAINT BOX SYSTEMS

-- End of Project Table of Contents --

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"

FY16 Thule Consolidation 1 Thule Air Base Greenland

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"

FY 16 Thule Consolidation 1

Thule Air Base

Greenland

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

FY16 Thule Consolidation 1, Thule Air Base, Greenland THULECON1

SECTION 00 31 10

METRIC MEASUREMENTS

04/06

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.

ASTM INTERNATIONAL (ASTM)

IEEE/ASTM SI 10 (2002) American National Standard for Use of the International System of Units (SI):

The Modern Metric System

1.2 GENERAL

This project includes metric units of measurements. The metric units used are the International System of Units (SI) developed and maintained by the General Conference on Weights and Measures (CGPM); the name International System of Units and the international abbreviation SI were adopted by the 11th CGPM in 1960. A number of circumstances require that both metric SI units and English inch-pound (I-P) units be included in a section of the specifications. When both metric and I-P measurements are included, the section may contain measurements for products that are manufactured to I-P dimensions and then expressed in mathematically converted metric value (soft metric) or, it may contain measurements for products that are manufactured to an industry recognized rounded metric (hard metric) dimensions but are allowed to be substituted by I-P products to comply with the law. Dual measurements are also included to indicate industry and/or Government standards, test values or other controlling factors, such as the code requirements where I-P values are needed for clarity or to trace back to the referenced standards, test values or codes.

1.3 USE OF MEASUREMENTS IN SPECIFICATIONS

Measurements in specifications shall be either in SI or I-P units as indicated, except for soft metric measurements or as otherwise authorized.

When only SI or I-P measurements are specified for a product, the product shall be procured in the specified units (SI or I-P) unless otherwise authorized by the Contracting Officer. The Contractor is responsible for all associated labor and materials when authorized to substitute one system of units for another and for the final assembly and performance of the specified work and/or products.

1.3.1 Hard Metric

A hard metric measurement is indicated by an SI value with no expressed correlation to an I-P value. Hard metric measurements are often used for field data such as distance from one point to another or distance above the floor. Products are considered to be hard metric when they are manufactured to metric dimensions or have an industry recognized metric designation.

DOCUMENT 00 31 10 Page 1

1.3.2 Soft Metric

a. A soft metric measurement is indicated by an SI value which is a mathematical conversion of the I-P value shown in parentheses (e.g. 38.1 mm (1-1/2 inches)). Soft metric measurements are used for measurements pertaining to products, test values, and other situations where the I-P units are the standard for manufacture, verification, or other controlling factor. The I-P value shall govern while the metric measurement is provided for information.

b. A soft metric measurement is also indicated for products that are manufactured in industry designated metric dimensions but are required by law to allow substitute I-P products. These measurements are indicated by a manufacturing hard metric product dimension followed by the substitute I-P equivalent value in parentheses (e.g., 190 x 190 x 390 mm (7-5/8 x 7-5/8 x 15-5/8 inches)).

1.3.3 Neutral

A neutral measurement is indicated by an identifier which has no expressed relation to either an SI or an I-P value (e.g., American Wire Gage (AWG) which indicates thickness but in itself is neither SI nor I-P).

1.4 COORDINATION

Discrepancies, such as mismatches or product unavailability, arising from use of both metric and non-metric measurements and discrepancies between the measurements in the specifications and the measurements in the drawings shall be brought to the attention of the Contracting Officer for resolution.

1.5 RELATIONSHIP TO SUBMITTALS

Submittals for Government approval or for information only shall cover the SI or I-P products actually being furnished for the project. Submit the required drawings and calculations in the same units used in the contract documents describing the product or requirement unless otherwise instructed or approved. Use IEEE/ASTM SI 10 as the basis for establishing metric measurements required to be used in submittals.

-- End of Document --

DOCUMENT 00 31 10 Page 2

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 AutoDesk REVIT 2015, AutoCADD 2015, three-dimensional, native electronic digital format (i.e., .dwg, .rvt). 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 post-processing 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

FY13_THULE_CONSOLIDATION_1_THULE_AIR_BASE_GREENLAND.

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. $35,000 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 32 01.00 18

PROJECT SCHEDULE

NYD Version 03/07 (UFGS 01/07)

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

ECB 2005-10 (2005) Scheduling Requirements for Testing of Mechanichal Systems in Construction

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-12 Schedules

Initial Project Schedule; G, RO

Preliminary Project Schedule; G, RO

Periodic Project Schedule; G, RO

Narrative Report; G, RO

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

SD-07 Certificates

Qualifications Statement;

Documentation showing the qualifications of personnel preparing the reports.

1.3 QUALIFICATIONS

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 be experienced in scheduling projects similar in nature to this project and shall be experienced in the use of the scheduling software that meets the

SECTION 01 32 01.00 18 Page 1 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, SCHEDULE FOR CONSTRUCTION CONTRACTS. 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 constructiondesign and construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development. SubContractors (and Designers if Design-Build Projects) 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 Poject 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.

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

SECTION 01 32 01.00 18 Page 2 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.

3.3.2.2 Design and Permit Activities

Include design (for design-build projects) and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. This shall be at a detailed level of

SECTION 01 32 01.00 18 Page 3 scheduling sufficient to identify all major design tasks, including those that control the flow of work. The schedule shall include review and correction periods associated with each item.

3.3.2.3 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.

3.3.2.4 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, review and acceptance of design packages.

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

c. Submission and approval of O & M manuals.

d. Submission and approval of as-built drawings.

e. Submission and approval of 1354 data and installed equipment lists.

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

g. Submission of TAB specialist design review report.

h. Submission and approval of fire protection specialist.

i. Submission and approval of testing and balancing of HVAC plus commissioning plans and data. Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with ECB 2005-10.

j. Air and water balancing.

k. HVAC commissioning.

l. Controls testing plan submission.

m. Controls testing.

n. Performance Verification testing.

o. Other systems testing, as required.

p. Warranty/Closeout Actions.

q. Contractor's pre-final inspection.

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

SECTION 01 32 01.00 18 Page 4

s. Government's pre-final inspection.

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

u. Final inspection.

3.3.2.5 Government Activities

Show Government and other agency activities that could impact progress.

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

3.3.2.6 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.

3.3.2.7 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 electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE). Unacceptable code values are abbreviations of the names of subcontractors.

3.3.2.8 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.

3.3.2.9 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

SECTION 01 32 01.00 18 Page 5 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.

3.3.2.10 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.

3.3.2.11 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 either a Design Phase or a Construction Phase. Code fast track design and 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.

3.3.2.12 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, but is not limited to: Design, Design Submittal, design reviews, review conferences, permits, submittals,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.

3.3.2.13 Definable Features of Work Coding (FOW1, FOW2, FOW3)

Assign a Definable Feature of Work Code to appropriate activities based on the definable ture of work to which the activity belongs. Definable Feature of Work is defined in Specification Section 01 45 04.00 18 CONTRACTOR QUALITY CONTROL. An activity shall not have more than one Definable Feature of Work Code. Not all activities are required to be Definable Feature of Work Coded.

3.3.2.14 HVAC Testing, Balancing and Commissioning

If this contract contains requirements for Heating, Ventilation and Air Conditioning Testing and Balancing and Commissioning, these activities must be allocated sufficient time and personnel resources by the Contractor so that they can be accomplished within time allowed for project completion.

These activities are necessary to assure detection of any deficiencies in

SECTION 01 32 01.00 18 Page 6 the HVAC Systems and avoid warranty callbacks. Included for guidance at the end of this section is a flow chart (Figures 1 and 2) showing major activities and their chronological relationship to each other and to the Notice to Proceed and Contract Completion points. They are for guidance only - the Contractor shall refer to applicable specification sections for actual requirements for these activities.

3.3.3 Scheduled Project Completion and Activity Calendars

The schedule interval shall extend from NTP date to the required contract completion date. The contract completion activity (End Project) shall finish based on the required contract duration in the accepted contract proposal, as adjusted for any approved contract time extensions. The first scheduled work period shall be the day after NTP is acknowledged by the Contractor. Schedule activities on a calendar to which the activity logically belongs. Activities may be assigned to a 7 day calendar when the contract assigns calendar day durations for the activity such as a Government Acceptance activity. If the Contractor intends to perform physical work less than seven days per week, schedule the associated activities on a calendar with non-work periods identified including weekends and holidays. Assign the Category of Work Code - Weather Sensitive Installation to those activities that are weather sensitive.

Original durations must account for anticipated normal adverse weather.

The Government will interpret all work periods not identified as non-work periods on each calendar as meaning the Contractor intends to perform work during those periods.

3.3.3.1 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged. Include as the first activity in the project schedule an activity called "Start Project"( or NTP). The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.3.2 Schedule Constraints and Open Ended Logic

Constrain completion of the last activity in the schedule by the contract completion date. Schedule calculations shall result in a negative float when the calculated early finish date of the last activity is later than the contract completion date. Include as the last activity in the project schedule an activity called "End Project". The "End Project" activity shall have an "LF" constraint date equal to the contract completion date for the project, and with a zero day duration or by using the "project must finish by" date in the scheduling software. The schedule shall have no constrained dates other than those specified in the contract. The use of artificial float constraints such as "zero fee float" or "zero total float" are typically prohibited. There shall only be 2 open ended activities:

Start Project (or NTP) with no predecessor logic and End Project with no successor logic.

3.3.3.3 Early Project Completion

In the event the Preliminary or Initial project schedule calculates an early completion date of the last activity prior to the contract completion date, the Contractor shall identify those activities that it intends to accelerate and/or those activities that are…