Final_Specs_Vehicle_and_Storage.pdf

WESTOVER ARB

EOD VEHICLE BAY

AND STORAGE BUILDING

May 17, 2012

SPECIFICATIONS

Final Submittal

Project Number: YTPM 11-0006

WESTOVER ARB

WESTOVER MA 01022

Westover ARB, EOD Vehicle Bay and Storage Building

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

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

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 COMPOSITE NAILABLE ROOF INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 31 13 ASPHALT SHINGLES

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER 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 31 13 ACCESS DOORS AND FRAMES

PROJECT TABLE OF CONTENTS Page 1

08 33 23 OVERHEAD COILING DOORS

08 51 13 ALUMINUM WINDOWS

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 29 00 GYPSUM BOARD

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 02 INTERIOR SIGNAGE

10 44 16 FIRE EXTINGUISHERS

DIVISION 21 - FIRE SUPPRESSION

21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

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

EQUIPMENT

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 WATER (LTW) HEATING SYSTEM

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16.16 BASE COURSE FOR RIGID PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

PROJECT TABLE OF CONTENTS Page 2

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes new EOD Vehicle Bay and Storage Building (EOD-VBSB) of 2,403 square feet. The building is located adjacent to Building 2452 and is connected to the building with a connecting corridor.

The EOD-VBSB will have vehicle storage bays for two EOD vehicles. The balance of the building will be used for storage. The drive through vehicle bays have 20 feet wide by 13 feet high insulated roll up doors.

The storage area will have a 10 feet wide by 10 feet high insulated roll up door.

The building structure will be reinforced CMU with brick and EIFS veneer.

The roof structure will be asphalt shingles over a composite insulated deck. The roof is structured with cold rolled metal trusses. The floor is concrete slab on grade with nonslip floor coating. Manual doors are hollow metal with hollow metal door frames.

Electrical power, sprinkler water, gas, HVAC, and hot water are supplied from Building 2452. Heat for the building is supplied from ceiling mounted radiant heaters. The connecting corridor has a hot water radiant panel.

No air conditioning is provided. The building exhaust system utilizes two energy recovery units. The building is not ATFP rated and contains no permanent occupants. The building is fully sprinklered by a dry sprinkler system.

1.1.2 Bid Alternate

The base bid shall include finishing the concrete floor in Rooms 101 and 102 with nonslip urethane floor finish as specified in Section 09 90 00 PAINTS AND COATINGS. An Add/Deduct alternate shall be to finish Rooms 101 and 102 with epoxy/urethane nonslip coating as specified in Section 09 90 00

PAINTS AND COATINGS.

1.1.3 Location

The work shall be located at the Westover Air Reserve Base, behind Building 2452, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

The adajacent Building 2452 will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

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

SECTION 01 11 00 Page 1

1.3 EXISTING WORK

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

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

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

1.4 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Excavation Notifications

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

PART 2 PRODUCTS

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PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View location map; G

Progress and completion pictures; G

SD-04 Samples

Color boards; G

1.2 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards shall include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. The samples shall be presented on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Modules shall be designed to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, samples not less than 12 inches square shall be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor shall certify that he has reviewed the color samples in detail and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.3 VIEW LOCATION MAP

Submit to the Contracting Officer, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs

SECTION 01 30 00 Page 1 demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by State law.

1.6 CONTRACTOR SPECIAL REQUIREMENTS

1.6.1 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section Section 23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS and Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent.

No work required by Section 23 09 23 and 23 05 93 shall be accomplished by a second tier subcontractor.

1.7 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.8 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.9 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members

SECTION 01 30 00 Page 2 are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.9.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor.

The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer.

The Partners will determine the frequency of the follow-on sessions.

1.10 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions. Request specific drawing numbers of files required; the entire set of drawing files will not be provided.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict

SECTION 01 30 00 Page 3 exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email addresses will not be allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 4

SECTION 01 32 16.00 20

CONSTRUCTION PROGRESS DOCUMENTATION

11/09

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction schedule; G

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract. Acceptance of an error free Baseline Schedule and updates is a condition precedent to processing the Contractor's pay request.

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

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

1.4 UPDATED SCHEDULES

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

1.5 3-WEEK LOOK AHEAD SCHEDULE

The Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule. The work plans shall be keyed to activity numbers when a NAS is required and updated each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8 ½ by 11 sheets as directed by the Contracting Officer. Activities shall not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work.

Three hard copies and one electronic file of the 3-Week Look Ahead Schedule

SECTION 01 32 16.00 20 Page 1 shall be delivered to the Contracting Officer no later than 8 a.m. each Monday and reviewed during the weekly CQC Coordination Meeting.

1.6 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs, etc.) shall reference Schedule activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure, etc.) shall reference schedule activities that are being addressed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work)

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction Progress Schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, SECTION 01 33 00 Page 1 instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, SECTION 01 33 00 Page 2 installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

SECTION 01 33 00 Page 3

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4 PREPARATION

1.4.1 Transmittal Form

1.5 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.5.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.5.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

1.5.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with

SECTION 01 33 00 Page 4 other elements of work.

1.5.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.6 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.6.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.6.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each

SECTION 01 33 00 Page 5 submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.6.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.6.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.7 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 10 calendar days will be allowed and shown on the register for review and approval of submittals for refrigeration and HVAC control systems.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date

SECTION 01 33 00 Page 6 shown on the approved "Submittal Register."

1.8 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. 2 copies of the approved submittal will be retained by the Contracting Officer and 3 copies of the submittal will be returned to the Contractor.

1.9 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.10 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.11 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the

SECTION 01 33 00 Page 7 project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00 Page 8

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1 01 30 00 01 Preconstruction Submittals View location map 1.3 G

2 01 30 00 01 Preconstruction Submittals Progress and completion pictures 1.4 G

3 01 30 00 04 Samples Color boards 1.2 G

4 01 32 16.00 20 01 Preconstruction Submittals Construction schedule 1.2 G

5 01 33 00 01 Preconstruction Submittals Submittal Register 1.6 G

6 01 35 26 01 Preconstruction Submittals Accident Prevention Plan (APP) 1.6 G

7 01 35 26 01 Preconstruction Submittals Activity Hazard Analysis (AHA) 1.7 G

8 01 35 26 01 Preconstruction Submittals Crane Critical Lift Plan 1.6.1 G

9 01 35 26 01 Preconstruction Submittals Crane Operators 1.5.1.2 G

10 01 35 26 06 Test Reports Reports 1.11

11 01 35 26 06 Test Reports Accident Reports 1.11.1

12 01 35 26 06 Test Reports Crane Reports 1.11.3

13 01 35 26 07 Certificates Confined Space Entry Permit 1.8

14 01 35 26 07 Certificates Hot work permit 1.8

15 01 35 26 07 Certificates Certificate of Compliance 1.11.4

16 01 35 40.00 20 01 Preconstruction Submittals Environmental Protection Plan 1.8 G

17 01 35 40.00 20 01 Preconstruction Submittals Instructor Qualifications 1.9.1

18 01 35 40.00 20 06 Test Reports Field Quality Control Reports 3.2

19 01 35 40.00 20 07 Certificates Environmental Regulatory Requirements 1.6

20 01 35 40.00 20 08 Manufacturer’s Instructions Material Safety Data Sheets 1.7.1

21 01 35 40.00 20 11 Closeout Submittals Training Program 1.9.3

22 01 35 40.00 20 11 Closeout Submittals Protection of Natural Resources 3.1

23 01 45 00.10 20 01 Preconstruction Submittals QC Plan 1.6 G

24 01 57 20.00 10 01 Preconstruction Submittals Environmental Protection Plan 1.7

25 01 78 00 03 Product Data As-Built Record of Equipment and Materials 1.3.2

26 01 78 00 03 Product Data Warranty Management Plan 1.7.1

27 01 78 00 03 Product Data Warranty Tags 1.7.5

28 01 78 00 03 Product Data Spare Parts Data 1.4

29 01 78 00 08 Manufacturer’s Instructions Preventative Maintenance 1.5

30 01 78 00 08 Manufacturer’s Instructions Condition Monitoring (Predictive Testing) 1.5

31 01 78 00 08 Manufacturer’s Instructions Inspection 1.5

32 01 78 00 08 Manufacturer’s Instructions Instructions 1.7.1

33 01 78 00 10 Operation and Maintenance Data Operation and Maintenance Manuals 1.9

34 01 78 00 11 Closeout Submittals Record Drawings 1.3.1

35 01 78 00 11 Closeout Submittals Certification of EPA Designated Items 1.6 G

TITLE: Westover ARB, EOD Vehicle Bay and Storage Building

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Westover ARB, Chicopee, MA

CONTRACT NO:

CONTRACTOR:

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

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Date FWD To

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Authority Remarks

TITLE: Westover ARB, EOD Vehicle Bay and Storage Building

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Westover ARB, Chicopee, MA

CONTRACT NO:

CONTRACTOR:

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

36 01 78 00 11 Closeout Submittals Interim Form DD 1354 1.11 G

37 01 78 00 11 Closeout Submittals Checklist for Form DD 1354 1.11 G

38 01 78 00 11 Closeout Submittals NAVFAC Sustainable & Energy Data Record Card 1.12 G

39 03 11 13.00 10 03 Product Data Form Materials 2.1

40 03 11 13.00 10 03 Product Data Form Releasing Agents 2.1.3

41 03 20 00.00 10 02 Shop Drawings Reinforcement 3.1 G

42 03 20 00.00 10 07 Certificates Reinforcing Steel 2.2

43 03 30 00.00 10 03 Product Data Portland Cement 1.3

44 03 30 00.00 10 03 Product Data Portland Cement 2.1

45 03 30 00.00 10 03 Product Data Ready-Mixed Concrete 3.2.1

46 03 30 00.00 10 03 Product Data Vapor Barrier 2.8

47 03 30 00.00 10 03 Product Data Floor Finish 1.3.8

48 03 30 00.00 10 03 Product Data Chemical Admixtures 2.3

49 03 30 00.00 10 03 Product Data Epoxy Resin 2.6

50 03 30 00.00 10 05 Design Data Mixture Proportions 1.3.1 G

51 03 30 00.00 10 06 Test Reports Testing and Inspection for CQC 3.7 G

52 03 30 00.00 10 07 Certificates Qualifications 1.5

53 04 20 00 02 Shop Drawings Detail Drawings 1.4.4 G

54 04 20 00 03 Product Data Local/Regional Materials 1.2.1 G

55 04 20 00 03 Product Data Environmental Data 1.2.2 G

56 04 20 00 03 Product Data Clay or Shale Brick 2.2 G

57 04 20 00 03 Product Data Cement 2.5.4 G

58 04 20 00 04 Samples Clay or Shale Brick 2.2 G

59 04 20 00 04 Samples Anchors, Ties, and Bar Positioners 2.7 G

60 04 20 00 04 Samples Expansion-Joint Materials 2.12 G

61 04 20 00 04 Samples Joint Reinforcement 2.8 G

62 04 20 00 04 Samples Insulation 2.11 G

63 04 20 00 04 Samples Portable Panel 1.4.3 G

64 04 20 00 05 Design Data Pre-mixed Mortar 2.5.5 G

65 04 20 00 05 Design Data Unit Strength Method 1.2.3.1 G

66 04 20 00 06 Test Reports Field Testing of Mortar 3.19.1 G

67 04 20 00 06 Test Reports Field Testing of Grout 3.19.2 G

68 04 20 00 06 Test Reports Prism tests 3.19.3 G

69 04 20 00 06 Test Reports Masonry Cement 2.5.4 G

70 04 20 00 07 Certificates Clay or Shale Brick 2.2 G

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TITLE: Westover ARB, EOD Vehicle Bay and Storage Building

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Westover ARB, Chicopee, MA

CONTRACT NO:

CONTRACTOR:

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

71 04 20 00 07 Certificates Concrete Masonry Units (CMU) 2.3 G

72 04 20 00 07 Certificates Anchors, Ties, and Bar Positioners 2.7 G

73 04 20 00 07 Certificates Expansion-Joint Materials 2.12 G

74 04 20 00 07 Certificates Joint Reinforcement 2.8 G

75 04 20 00 07 Certificates Masonry Cement 2.5.4 G

76 04 20 00 07 Certificates Admixtures for Masonry Mortar 2.5.1 G

77 04 20 00 07 Certificates Admixtures for Grout 2.6.1 G

78 04 20 00 07 Certificates Contamination 1.4.2

79 04 20 00 08 Manufacturer’s Instructions Masonry Cement 2.5.4 G

80 05 12 00 02 Shop Drawings Erection Plan 1.5.2.1 G

81 05 12 00 02 Shop Drawings Fabrication drawings 1.5.1 G

82 05 12 00 03 Product Data Shop primer 2.4

83 05 12 00 03 Product Data Welding electrodes and rods 2.3.1

84 05 12 00 07 Certificates Steel 2.1

85 05 12 00 07 Certificates Bolts, nuts, and washers 2.2

86 05 12 00 07 Certificates AISC Quality Certification 1.4

87 05 12 00 07 Certificates Welding procedures and qualifications 1.5.2.2

88 05 40 00 02 Shop Drawings Framing Components 1.6.1 G

89 05 40 00 03 Product Data studs,joists 2.1

90 05 40 00 05 Design Data Metal framing calculations 1.6.2 G

91 05 40 00 07 Certificates Load-bearing cold-formed metal framing 1.4

92 05 40 00 07 Certificates Welds 3.1.1

93 05 50 13 02 Shop Drawings structural steel door frames 2.7 G

94 05 50 13 02 Shop Drawings Expansion joint covers 2.4

95 05 50 13 02 Shop Drawings angles and plates 2.6 G

96 05 50 13 03 Product Data Control-joint covers 2.3

97 05 50 13 03 Product Data Expansion joint covers 2.4

98 05 50 13 04 Samples Expansion joint covers 2.4

99 05 50 13 04 Samples Control-joint covers 2.3

100 05 52 00 02 Shop Drawings Fabrication and Installation Drawings 2.1 G

101 05 52 00 02 Shop Drawings Fabrication and Installation Drawings 3.1 G

102 05 52 00 03 Product Data Protective Coating 2.10

103 05 52 00 03 Product Data Steel Railings and Handrails 2.11 G

104 05 52 00 08 Manufacturer’s Instructions Installation Instructions 3.1 G

105 06 10 00 02 Shop Drawings Nailing Strips 2.2.1 G

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TITLE: Westover ARB, EOD Vehicle Bay and Storage Building

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Westover ARB, Chicopee, MA

CONTRACT NO:

CONTRACTOR:

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

106 06 10 00 03 Product Data Oriented Strand Board 2.3

107 06 10 00 06 Test Reports Preservative-treated 1.4.3

108 06 10 00 07 Certificates Preservative treatment 1.7

109 07 11 13 07 Certificates Materials 1.3

110 07 21 13 03 Product Data Block or board insulation 2.1 G

111 07 21 13 03 Product Data Vapor retarder 2.2

112 07 21 13 03 Product Data Pressure sensitive tape 2.3

113 07 21 13 03 Product Data Protection board or coating 2.4

114 07 21 13 03 Product Data Accessories 2.5

115 07 21 13 03 Product Data Certification 1.3

116 07 21 13 08 Manufacturer’s Instructions Block or Board Insulation 2.1

117 07 21 13 08 Manufacturer’s Instructions Adhesive 2.5.1

118 07 21 16 03 Product Data Blanket insulation 2.1

119 07 21 16 03 Product Data Sill sealer insulation 2.2

120 07 21 16 03 Product Data Vapor retarder 2.4

121 07 21 16 03 Product Data Pressure sensitive tape 2.5

122 07 21 16 03 Product Data Accessories 2.6

123 07 21 16 03 Product Data Certification 1.3

124 07 21 16 08 Manufacturer’s Instructions Insulation 3.3.1

125 07 22 00 02 Shop Drawings Wood nailers 2.3

126 07 22 00 02 Shop Drawings Roof insulation 2.1.1 G

127 07 22 00 03 Product Data Fasteners 2.2 G

128 07 22 00 03 Product Data Composite Boards 2.1.1 G

129 07 22 00 06 Test Reports Flame spread and smoke developed ratings 1.4.1 G

130 07 22 00 07 Certificates qualifications 1.3

131 07 22 00 08 Manufacturer’s Instructions fasteners 2.2 G

132 07 22 00 08 Manufacturer’s Instructions insulation G

133 07 24 00 02 Shop Drawings Shop drawings 3.3 G

134 07 24 00 03 Product Data Sheathing board 2.2

135 07 24 00 03 Product Data Thermal insulation 2.6

136 07 24 00 03 Product Data Adhesive 2.3

137 07 24 00 03 Product Data Mechanical Fasteners 2.5

138 07 24 00 03 Product Data Accessories 2.13

139 07 24 00 03 Product Data Base coat 2.7

140 07 24 00 03 Product Data Portland cement 2.8

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TITLE: Westover ARB, EOD Vehicle Bay and Storage Building

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Westover ARB, Chicopee, MA

CONTRACT NO:

CONTRACTOR:

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

141 07 24 00 03 Product Data Reinforcing fabric 2.9

142 07 24 00 03 Product Data Finish coat 2.11

143 07 24 00 03 Product Data Joint Sealant 2.14

144 07 24 00 03 Product Data Sealant Primer 2.12

145 07 24 00 03 Product Data Bond breaker 2.15

146 07 24 00 03 Product Data Backer Rod 2.16

147 07 24 00 03 Product Data Insulation Board 1.4.4

148 07 24 00 03 Product Data Warranty 1.7

149 07 24 00 04 Samples Sample Boards 1.2.3.7 G

150 07 24 00 05 Design Data Wind load 1.2.1.2

151 07 24 00 05 Design Data Moisture analysis 1.2.4

152 07 24 00 06 Test Reports Abrasion resistance 1.2.3.1

153 07 24 00 06 Test Reports Accelerated weathering 1.2.3.2

154 07 24 00 06 Test Reports Impact resistance 1.2.2.3

155 07 24 00 06 Test Reports Mildew resistance 1.2.3.3

156 07 24 00 06 Test Reports Salt spray resistance 1.2.3.4

157 07 24 00 06 Test Reports vapor transmission 1.2.4

158 07 24 00 06 Test Reports Absorption-freeze-thaw 1.2.3.6

159 07 24 00 06 Test Reports Water penetration 1.2.1.1

160 07 24 00 06 Test Reports Water resistance 1.2.3.5

161 07 24 00 06 Test Reports Surface Burning Characteristics 1.2.2.1

162 07 24 00 06 Test Reports Radiant heat 1.2.2.2

163 07 24 00 06 Test Reports substrate 3.1

164 07 24 00 06 Test Reports Wind load 1.2.1.2

165 07 24 00 07 Certificates Qualifications of EIFS Manufacturer 1.4.1

166 07 24 00 07 Certificates Qualification of EIFS Installer 1.4.2

167 07 24 00 07 Certificates Qualification of Sealant Applicator 1.4.3

168 07 24 00 07 Certificates Inspection Check List 3.5.1 G

169 07 24 00 08 Manufacturer’s Instructions Installation 3.3

170 07 24 00 10 Operation and Maintenance Data EIFS 1.7

171 07 31 13 03 Product Data Shingles 2.1.1

172 07 31 13 04 Samples Shingles 2.1.1 G

173 07 31 13 04 Samples Color charts 2.1.1 G

174 07 31 13 08 Manufacturer’s Instructions Application 3.3

175 07 53 23 02 Shop Drawings Roof Plan Drawing 1.3.1

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TITLE: Westover ARB, EOD Vehicle Bay and Storage Building

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Westover ARB, Chicopee, MA

CONTRACT NO:

CONTRACTOR:

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

176 07 53 23 02 Shop Drawings Wind Load Calculations 1.3.1

177 07 53 23 02 Shop Drawings Corner Attachments of Roof System Components 1.3.1

178 07 53 23 02 Shop Drawings Spacing of Perimeter, and Corner Fasteners 1.3.1

179 07 53 23 02 Shop Drawings Slopes 1.3.1

180 07 53 23 03 Product Data Cement 2.2

181 07 53 23 03 Product Data EPDM Sheet 2.1.1 G

182 07 53 23 03 Product Data Seam Tape 2.1.2

183 07 53 23 03 Product Data Bonding Adhesive 2.1.4

184 07 53 23 03 Product Data Lap Splice Adhesive 2.1.3

185 07 53 23 03 Product Data Water Cutoff…