YTPM 14-0014 Specs Volume 1 20210614.pdf

SPECIFICATIONS

Volume 1

ADD RESTROOM AND OUTSIDE AIR

INSPECTION BAY, BLDG. 5305

WESTOVER ARB

YTPM 14-0014

WALLER, TODD & SADLER ARCHITECTS, INC.

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

TEL (757) 417-0140; FAX (757) 417-0144

E-mail: wts@wtsarch.com

FINAL DESIGN SUBMITTAL

FOR CONSTRUCTION

JUNE 14

ADD RESTROOM AND OUTSIDE AIR INSPECTION BAY-BLDG 5305 YTPM140014

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00.20 50 ADMINISTRATIVE REQUIREMENTS

01 31 19.00 50 PROJECT MEETINGS

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00.00 50 SUBMITTAL PROCEDURES

01 35 26.00 50 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 04.00 50 CONTRACTOR QUALITY CONTROL

01 50 02.00 50 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 74 19.00 50 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 50 CLOSEOUT SUBMITTALS

01 78 23.00 50 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 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF AND DECK INSULATION

07 26 30 SPRAY POLYURETHANE FOAM MOISTURE/AIR/THERMAL BARRIER

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 42 13 METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

PROJECT TABLE OF CONTENTS Page 1

00 00 10 CONTRACT LINE ITEM SCHEDULE

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 67 23.13 STANDARD RESINOUS FLOORING

09 90 00 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.20 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END

AND INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 00.00 10 FIRE DETECTION AND ALARM SYSTEM, DIRECT CURRENT LOOP

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 13 CONCRETE SIDEWALKS

PROJECT TABLE OF CONTENTS Page 2

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 05 23 TRENCHLESS UTILITY INSTALLATION

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

ADD RESTROOM AND OUTSIDE AIR INSPECTION BAY - BLDG 5305 YTPM 14-0014

WESTOVER ARB - CHICOPEE, MA

BID SCHEDULE – PAGE 1

SECTION 00 00 10

CONTRACT LINE ITEM SCHEDULE

Offeror’s Name:

ITEM# DESCRIPTION TOTAL

0001 Per Drawings, Specifications and as described here:

Construct a two room building addition with brick wainscot, insulated siding and standing seam roof to match existing structure. Construct one fire rated room to be utilized for housing mechanical equipment with an exterior entrance. Install heated fresh air intake with energy recover system and all associated ductwork and controls. Construct the adjacent room as a single occupancy restroom. Install a water closet, sink, on demand hot water system, and associated devices for an ADA compliant restroom. Connect to existing natural gas, electric, storm water, water, and fire system as required and in accordance with building code. Relocate lights, power, roof drains, and appurtenances as required for construction. Install electric heaters in both mechanical room and bathroom. Connect new bathroom sewer to adjacent sanitary system. Provide for a drop ceiling with lights, painted gypsum walls and ceramic tile flooring in the restroom.

This Project is subject to a 529 statutory cost of 2 million applicable to

CLIN 0001.

Lot $

0002 Per Drawings, Specifications and as described here:

Replace existing facility lighting with new LED fixtures.

Install DDC Controls Allowance HV-1 & DH-1.

Lot $

TOTAL BASE BID $

AWARD: Only one award will be made as result of this solicitation and such award will be made in the aggregate to the low responsible and responsive bidder. Bidder must bid on all items. Failure to do so shall be cause for rejection of the bid.

ADD RESTROOM AND OUTSIDE AIR INSPECTION BAY - BLDG 5305 YTPM 14-0014

WESTOVER ARB - CHICOPEE, MA

BID SCHEDULE – PAGE 2

NOTE: Although not specifically identified in items 0001 through 0002 above, all items specified in Technical Provisions and shown on the Contract Drawings are incorporated in this schedule.

-- END OF BID SCHEDULE --

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET # SHEET TI TLE

G-001 COVER SHEET AND INDEX OF DRAWINGS

G-002 PHASING PLAN

LS001 BUILDING CODE AND LIFE SAFETY ANALYSIS

LS101 LIFE SAFETY FLOOR PLAN

C-001 CIVIL SITE PLAN - SURVEY NOTES

C-002 CIVIL SITE PLAN - DETAILS

CD101 CIVIL SITE PLAN - EXISTING

CD102 DEMOLITION, EROSION AND SEDIMENT CONTROL PLAN

C-101 SITE AND GRADING PLAN

C-102 UTILITY PLAN

S-001 STRUCTURAL GENERAL NOTES & TYPICAL DETAILS

S-101 STRUCTURAL PLANS

S-301 STRUCTURAL SECTIONS

A-001 ARCHITECTURAL GENERAL NOTES, LEGENDS AND ABBREVIATIONS

A-002 AIR BARRIER PLAN

AD101 FLOOR PLAN - DEMOLITION

AD201 BUILDING ELEVATIONS - DEMOLITION

AD301 BUILDING SECTIONS - DEMOLITION

A-101 FLOOR PLAN

A-102 REFLECTED CEILING PLAN

A-103 ROOF PLAN

A-201 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-303 WALL SECTIONS

A-501 DETAILS

A-502 DETAILS

A-601 DOOR SCHEDULE AND DOOR DETAILS

FA001 FIRE ALARM GENERAL NOTES

FA101 FIRE ALARM FLOOR PLAN

FA501 FIRE ALARM DETAILS

DOCUMENT 00 01 15 Page 1

P-001 PLUMBING LEGEND, NOTES AND ABBREVIATIONS

PD101 PLUMBING PLAN - DEMOLITION

P-101 PLUMBING PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULE

P-701 WASTE AND WATER PIPING ISOMETRICS PLUMBING

M-001 MECHANICAL LEGEND, NOTES & ABBREVIATIONS

MD101 MECHANICAL PLAN - DEMOLITION

M-101 MECHANICAL PLAN - HVAC

M-301 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-801 MECHANICAL CONTROLS

E-001 ELECTRICAL LEGEND, ABBREVIATIONS, LIGHTING SCHEDULES AND DIAGRAMS

ED101 ELECTRICAL PLAN - DEMOLITION

E-101 ELECTRICAL PLAN - LIGHTING AND POWER

E-501 LIGHTING DETAILS

E-601 POWER RISER DIAGRAM AND PANELBOARD SCHEDULE

-- End of Document --

DOCUMENT 00 01 15 Page 2

1 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes a two-room addition comprised of a single occupancy toilet and a Mechanical Room to house a new Mechanical System for the building. The project includes all incidental related work.

1.1.2 Location

The work is located at the Westover Air Reserve Base, Chicopee, Massachusetts 01022-1507 , approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

Building(s) 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, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.3 EXISTING WORK

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

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

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

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.4.1 Notification Prior to Excavation

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

SECTION 01 11 00 Page 1

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

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. Submit the following in accordance with Section 01 33 00.00 50

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel ; G

SD-06 Test Reports

Quarterly Reports ; G

Airlift Wing Form 20 ; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The Inspection Bay will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

b. Permission to interrupt any Activity roads or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

c. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

The following conditions apply:

(1) One lane of the Inspection Bay must remain operational at all times.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

SECTION 01 14 00 Page 1

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.1.1 Airlift Wing Form 20 - Contractor Information Sheet

Contractor shall provide a completed airlift wing form 20 - contractor information sheet . The form is attached to the end of this specification.

Construction Contractor must "track" substances such as toxic materials, hazardous materials, VOCs-volatile organic compounds and HAPs-hazardous air pollutants (e.g., paint, epoxy, sealants, solvents etc.). Here are a few examples (not exhaustive list): Paints, Adhesives, Cleaners/Strippers, Coatings, Degreasers/Solvents, Fuels, Oils, Refrigerants. At the Following paragraphs (a thru c)during the project, Contractor shall provide to Westover (439 MSG/CEV Environmental Office) the form called '439 AW Form 20 Contractor Information Sheet':

a.INITIAL SUBMITTAL OF FORM 20 DURING PRE-CONSTRUCTION PHASE. Prior to breaking ground, the contractor must submit a completed 439 AW Form 20 Contractor Information Sheet with a Material Safety Data Sheet (MSDS) for each item. The AW Form 20 identifies the product and EXPECTED usage amounts for each item. Submit MSDS for any product/chemical that is stored ON-BASE. Examples of some products include, but not limited to: Paints, Adhesives, Cleaners/Strippers, Coatings, Degreasers/Solvents, Fuels, Oils, Refrigerants.

b. SUBMITTAL AT END OF EACH CALENDAR YEAR. If the contract crosses more than one calendar year, by 30 December of each year, contractor must report the ACTUAL annual usage amounts of each material. (Contractor may report this data to the government using any format chosen by the Contractor.)

c. SUBMITTAL AT PROJECT COMPLETION. Submit final usage amounts at project completion. (Contractor may report this data to the government using any format chosen by the Contractor.)

1.3.1.1.2 AQ-06 Construction/Demolition Notification

Contractor shall go on-line to https://www.mass.gov/how-to/aq-06-constructiondemolition-notification and fill out the required information for the AQ-06 form. Once filled out, the contractor shall provide confirmation of the completed and accepted form to Westover ARB.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

SECTION 01 14 00 Page 2

1.3.2 Working Hours

Regular working hours must consist of a period established by the Contracting Officer, between Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied Building

The Contractor shall be working in an existing building which is occupied.

Do not enter the building without prior approval of the Contracting Officer.

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

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, heating, and fire alarm are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to hours determined by the Contracting Officer . This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

SECTION 01 14 00 Page 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 QUARTERLY REPORTS

Contractor shall complete and submit the Quarterly Report Westover Construction/Demo Debris Disposal & Recycling form that is attached with the Specs.

SECTION 01 14 00 Page 4

(On base, if available):

(Assigned by HAZMART):

(Estimated)

(EF-V1)

QUARTERLY REPORT

WESTOVER CONSTRUCTION/DEMO DEBRIS DISPOSAL & RECYCLING

Form Created By: 439 MSG/CEV Environmental Office

To meet the Air Force goal of diverting 60% of Construction and Demolition (C&D) Debris from the Waste Stream and the Massachusetts landfill‐banned items law, Contractors shall recycle C&D debris to the maximum extent possible. This form should include data for the previous three month period for the ENTIRE duration of the project. Drop‐off this Form at Westover Environmental Office, 250 Patriot Avenue or email to Environmental Office: champanine.saviengvong@us.af.mil (phone 607‐237‐5133)

ACCEPTABLE TO FILL OUT THIS FORM EITHER ELECTRONICALLY OR PEN & INK.

PROJECT TITLE: ___ADD RESTROOM AND OUTSIDE AIR INSPECTION BAY

CONTRACTOR COMPANY NAME: ____________________________________

WHICH QUARTER (Jan-Mar, Apr-Jun, Jul-Sept, or Oct-Dec): __________

TYPE ITEMS RECYCLED or RE-USED:

____ Concrete without rebar ____ Concrete with rebar ____ Asphalt ____ Roofing Materials

____ Scrap Metals ____ Wood ____ Concrete Block / Cinder Block /

Brick Clay ____ Furniture (Salvaged)

____ General Construction Debris (Sorting facility accepts a comingled/mixed‐waste load.)

____ Other: Specify __________ ____ Other: Specify __________

TONNAGE OF ITEMS RECYCLED: _______ TONS

{Be Comprehensive, Report Anything That Didn’t Go To The Landfill.}

DISPOSED OF BY LANDFILL: ____ TONS

DISPOSED OF THROUGH REGULAR INCINERATION: ____ TONS

DISPOSED OF BY WASTE-TO-ENERGY INCINERATION: ____ TONS

QUARTERLY REPORT

WESTOVER CONSTRUCTION/DEMO DEBRIS DISPOSAL & RECYCLING

Form Created By: 439 MSG/CEV Environmental Office

TOTAL COST FOR CONSTRUCTION/DEMO DEBRIS LANDFILLED THIS QUARTER :

ACTUAL COST OF DEBRIS DIVERTED (from landfill) THIS QUARTER: $____________

*** If answer (cost to perform recycling/salvage/reuse/donation associated with the effort to minimize landfilling) is ZERO, then answer the following question.

POTENTIAL COST OF DEBRIS DIVERTED (from landfill) THIS QUARTER:

When cost (to salvage/recycle) is actually offset by proceeds/rebates/savings to the point of there being zero dollars paid out, then contractor still must provide an estimated “cost avoidance” value. This means contractor must at least roughly estimate the POTENTIAL cost of recycling (i.e., transportation, handling, collection, manpower, fees, taxes, permits, tariffs, collection containers lease/purchase, etc).

CONTRACTOR SIGNATURE & DATE (NOTE: Electronic Signature Acceptable)

SECTION 01 30 00.20 50

ADMINISTRATIVE REQUIREMENTS

10/06

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. 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 50 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SD-04 Samples

COLOR/FINISH BOARDS; G

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.

1.2 COLOR/FINISH BOARDS

Submit two sets of color boards within 6 0 calendar days after notice to proceed. The samples shall be presented on 8-1/2 by 11 inch 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 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. Submittals shall be complete; Sheets containing samples shall consist of heavy, medium gray illustration board (not white or colored) capable of supporting a four inch by eight inch quarry tile without distorting the binder release or causing sheet tear-out due to hole failure. The sample board backing material shall be of sufficient strength to maintain its original configuration after samples have been attached to it for the duration of the construction.

1.2.1 Interior color/finish boards

Interior color/finish boards shall have attached samples of all interior appearance related construction items the Contractor proposes to furnish, including, but not limited to such items as interior paints; wood finishes; ceramic tile; floor coverings; wall coverings; ceiling tiles;

SECTION 01 30 00.20 50 Page 1 plastic laminates; solid surface materials; signage, etc.

1.2.2 Exterior color/finish boards

Exterior color/finish boards shall have attached samples of all exterior appearance related construction items the Contractor proposes to furnish, including but not limited to such items as brick, mortar, paints, window and door frames, roof, soffits, pre-cast units, gutters, and downspouts, etc.

1.2.3 Content

Color board shall consist of all samples, a finish schedule, floor plan, and interior elevations with each clearly indicating the location of each finish/color. Items other than material sample boards may be folded to 8-1/2" by 11" (i.e., floor plans, finish schedules etc.).

1.2.4 Identification

Identify each sample by use, location, and manufacturer's name. Group according to the location where each used.

1.2.5 Approval

Upon final approval, the Contractor shall prepare and submit to the Contracting Officer one set of the approved and corrected color/finish sample boards.

1.3 SUPERVISION

1.3.1 Superintendent Qualifications

Provide project superintendent with minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the rquirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpretinga critical path schedule and construction drawings.

The qualifications requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in section 01 45 00.10 20 Quality Control for Minor Constructions, The superintendent must have qualifications in accordance to that section.

1.3.1.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate,capable of reading, writing, and conversing fluently in the English language, on the jo-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

SECTION 01 30 00.20 50 Page 2

1.3.1.1.1 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and qualify control meetings. The superintendent or qualifieed alternative must be on-site at all times during performance of this contract until the work is completed and accepted.

1.3.1.1.1.1 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.4 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will 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 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 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 data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and

SECTION 01 30 00.20 50 Page 3 dates) shall be removed.

1.5 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 address will not 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 00.20 50 Page 4

SECTION 01 31 19.00 50

PROJECT MEETINGS

04/06

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. 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 50 SUBMITTAL PROCEDURES:

1.2 PRECONSTRUCTION CONFERENCE

1.2.1 Scheduling

After award of the construction contract and prior to the start of any construction work, the Contracting Officer (CO) will schedule and conduct a preconstruction conference. The Contractor's Project Manager, Superintendent / Quality Control System Manager shall attend this meeting.

The Contractor is encouraged to have an officer of his company (Project Manager could be this person) and representation from each of his sub-contractors at the conference. This conference will be held at a location and time as specified by the CO.

1.2.2 Purpose

The purpose of this preconstruction conference is to enable the CO to outline the procedures that will be followed by the Government in its administration of this construction contract and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government's supervision and inspection of contract work, about security requirements, regulations, etc. The CO may invite Using Service personnel and any other Government personnel to attend this conference.

1.2.3 Discussion Items

The following is a list of items for discussion during the preconstruction conference. However, the Contracting Officer may include additional items for discussion as conditions and the work require.

a. Contractor Progress Reports

b. Contractor's Progress Schedule.

c. Correspondence Procedures.

d. Contractor Labor Standards Provisions.

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e. Contract Modifications and Administrative Procedures.

f. Contractor's Administrative, Laydown and Storage Areas.

g. Procedures for Processing Submittals.

h. Payment Estimate Data and Procedures.

i. Contractor Utilities.

j. Security Requirements and Other Regulations, if applicable.

k. Government Furnished Equipment, if applicable.

l. Disposition of Salvage Property.

m. Contractor Insurance Requirements.

n. Value Engineering Program.

o. Contractor Performance Evaluation.

p. As-Built Drawings.

q. Single Point of Contact for Warranty of Construction.

r. Turnover of Completed Facilities.

1.3 PROJECT MEETINGS

The Contractor shall attend monthly project meetings scheduled by the Government. The Contractor's Superintendent shall attend scheduled project meetings. Subcontractor representatives shall also attend.

1.4 OTHER MEETINGS

Other meetings are or may be scheduled to be held after the Preconstruction Conference, and such meetings may include the following:

a. Accident Prevention Safety Plan

b. Quality Control Plan.

c. Environmental Protection Plan.

d. Warranty Management Plan (Post Construction Warranty Conference)

1.5 FACILITY MEETINGS

The Facility may also schedule meetings with the Contractor through the CO during the progress of construction work.

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1.6 MINUTES OF MEETINGS

The Contractor will prepare minutes of the meeting and will provide the Government with a signed original for review and concurrence. The minutes shall include all items discussed at the meeting and the Contractor will make all corrections provided by the Government and resubmit the corrected minutes to the Government within seven days.

1.7 Warranty Management Plan

The Contractor shall provide a Warranty Management Plan, not less than 30 days prior to the Post-Construction Warranty Conference. As a minimum, include a table, showing the requirements, and attach certificates:

a. List of warranties provided.

b. List of equipment, names of manufacturers and suppliers and phone numbers.

c. Period of warranties and Start Date.

d. List of Extended Warranties.

e. Warranty Certificates.

f. Single Point of Contact for Warranty of Construction.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 31 19.00 50 Page 3

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 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.

SD-01 Preconstruction Submittals

Baseline Construction Schedule ; G

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Design and Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

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

1.3.2 Schedule Submittals and Procedures

Submit Schedules and updates in electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

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1.4 3-WEEK LOOK AHEAD SCHEDULE

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.

Additionally to be discussed 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 8-1/2 by 11 inch sheets as directed by the Contracting Officer.

1.5 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.6 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 2

SECTION 01 33 00.00 50

SUBMITTAL PROCEDURES

03/04

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

Preconstruction Submittals

Certificates of insurance Surety bonds List of proposed subcontractors List of proposed products Construction Progress Schedule Submittal register Schedule of prices Activity Hazard Analysis Design Network Analysis Schedule Health and safety plan Work plan Quality control plan Environmental protection plan Accident Prevention Plan (APP) Activity Hazard Analysis (AHA)

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.

Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

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

Samples

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.

Design Data

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

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 checklists.

Final acceptance test and operational test procedure.

Certificates

Statements 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 supplier, 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.

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Manufaturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

Factory test reports.

Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Closeout Submittals

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

1.1.3 Approving Authority

Office authorized to approve submittal.

1.1.4 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 information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Throughout all specification sections, when it is stated that a submittal is to be "Provided" that does not have a corresponding "G" classification on the Submittal Register it is to be maintained by the Contractor and available at the request of the Government.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

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1.3.2 Information Only

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above. All submittals not requiring Government approval will be for information only.

1.4 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory .

Approval 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 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.

1.5 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.6 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 PRODUCTS (NOT USED)

PART 3 GENERAL

As required by paragraph 3.6.1, all submittals designated for Government Approval shall be submitted within 63 calendar days of notice to proceed.

The Contractor shall make submittals as required by the specifications.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) System Manager and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken.

Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

Submittals requiring Government approval shall be scheduled and made prior

SECTION 01 33 00.00 50 Page 4 to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

3.1 SUBMITTAL REGISTER

At the end of this section is a submittal register showing items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The Contractor shall maintain a submittal register for the project. The Government will provide the initial submittal register in electronic format. Thereafter, the Contractor shall maintain a complete list of all submittals, including completion of all data columns. Dates on which submittals are received and returned by the Government will be included in its export file to the Contractor. The Contractor shall track all submittals.

3.2 Government Review Scheduling

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 30 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 30 calendar days shall be allowed and shown on the register for review and approval of submittals for food service equipment and refrigeration and HVAC control systems.

3.2.1 Pre-Construction Submittal Scheduling

Pre-Construction submittals shall be scheduled and shown on the submittal register to allow a minimum of 30 calendar days (exclusive of mailing time) for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

3.3 TRANSMITTAL FORM ( AF FORM 3000 )

The sample transmittal form ( AF Form 3000 ) shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. . This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

3.4 SUBMITTAL PROCEDURES

Submittals shall be made as follows:

3.4.1 Procedures

All samples of materials submitted as required by these specifications shall be properly identified and labeled for ready identification, and upon being certified, stored at the site of the work for jobsite use until all work has been completed and accepted by the CO. The Contractor will submit to the Contracting Officer for approval a minimum of 1 electronic cop y of all submittals.

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3.4.2 Deviations

For submittals which include proposed deviations requested by the Contractor, the column "variation" of AF Form 3000 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

3.5 CONTROL OF SUBMITTALS

The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

3.6 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. 1 electronic cop y of the submittal will be retained by the Contracting Officer and 1 electronic cop y of the submittal will be returned to the Contractor.

3.6.1 Submission of Government Approved Submittals

As soon as practicable after notice to proceed, but not later than 30 calendar days after notice to proceed, the Contractor shall forward to the Contacting Officer all copies of submittals designated for Government approval(G). Submittals shall be as required in the technical sections of this specification, including shop drawings, product data, and samples.

Submittal types SD-06 (test Reports), SD-09 (Manufacturers Field Reports, SD-10 (Operations and Maintenance Data), and SD-11 (Closeout Submittals) need not be submitted within this 63 day limit; These submittal types shall be submitted by the dates/times established in the specifications.

3.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.