25300105R CAMPBELL ELEMENTARY CEILINGS AND LIGHTING-SPECS.pdf

Classroom Ceilings and Lighting at the Elwyn Campbell Elementary School

New Bedford, MA

TABLE OF CONTENTS

Section 00 01 10

TABLE OF CONTENTS

00 01 00 INTRODUCTORY INFORMATION:

00 01 01 Title Sheet for Project Manual 00 01 10 Table of Contents 00 01 15 List of Contract Drawings

PART A – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 16 Advertisement and Invitation to Bid 00 21 13 Instruction to Bidders 00 40 00 Form for Filed Sub-Bid 00 40 50 Form for General Bid 00 41 00 Bid Certifications and Submissions 00 52 01 Standard Vertical Construction Contract 00 52 02 General Conditions 00 52 03 Equal Employment Opportunity 00 52 04 Contract Certifications & Submissions 00 73 43 Prevailing Wage Rates 00 75 50 CORI Requirements

PART B – SPECIFICATIONS

01 00 00 GENERAL REQUIREMENTS:

01 01 00 Summary of Work 01 24 00 Existing Conditions 01 29 00 Definitions and Standards 01 33 23 Shop Drawings, Products Data, and Samples 01 35 00 Special Project Procedures 01 50 00 Construction Facilities and Temporary Controls 01 57 00 Construction and Demolition Waste Management 01 60 00 Material and Equipment 01 61 00 Cutting and Patching 01 65 00 Coordination 01 70 00 Contract Close-Out

02 00 00 EXISTING CONDITIONS:

02 41 19 Selective Demolition

09 00 00 FINISHES

09 21 16 Gypsum Board Assemblies 09 51 23 Acoustical Tile Ceilings (Filed Sub-Bid) 09 91 00 Painting

26 00 00 ELECTRICAL

26 00 00 Electrical

LIST OF CONTRACT DRAWINGS

00 01 15

SECTION 00 01 15 LIST OF CONTRACT DRAWINGS

T1.0 - TITLE SHEET

A1.1 - REFLECTED CEILING PLAN AND DETAILS

E0.0 - ELECTRICAL LEGEND, NOTES, DETAILS AND ABBREVIATIONS

ED1.1 - ELECTRICAL DEMOLITION LIGHTING FLOOR PLAN

E1.1 - ELECTRICAL NEW LIGHTING FLOOR PLAN

00 01 15 END OF LIST OF CONTRACT DRAWINGS

SUMMARY OF WORK

Section 01 01 00

SECTION 01 01 00

SUMMARY OF WORK

PART 1 - GENERAL

1.01 GENERAL REQUIREMENTS

A. Part A and DIVISION 1 of PART B are hereby made a part of this SECTION.

B. Examine all conditions as they exist at the project prior to submitting a bid for the Part A and DIVISION 1 of PART B are hereby made a part of this SECTION.

1.02 WORK UNDER THIS CONTRACT - GENERAL

A. Work covered by this contract consists of renovations and alterations to the Project described in this paragraph 1.02 including the following major work:

1. The scope of work, without limiting the generality thereof, includes all labor, materials, equipment and services required to perform the work described fully in the Drawings and Specifications and includes, but is not limited to the following work:

a. Selective Demolition as indicated on the drawings

b. Provide acoustic ceiling tile system at classrooms as indicated on drawings.

c. Replacement of lighting at classrooms.

d. Cost for all permits shall be waived.

B. The work described by:

1. These specifications as enumerated in the Table of Contents.

2. Drawings as Listed in the SECTION 00 01 15 – LIST OF CONTRACT DRAWINGS

3. Addenda issued during the bidding period which are hereby made a part of the Specifications.

C. The distribution of work in these Specifications:

1. It is intended to be described under the appropriate trade.

2. May be redistributed, except as directed herein, provided no controversy will arise among the trades and progress will not be delayed.

D. The committing of nuisances on the land of the Project and adjacent property shall be rigorously prohibited and adequate steps taken to prevent it.

1.03 OWNER RIGHT TO PERFORM WORK AND TO AWARD SEPARATE CONTRACTS

A. The Owner reserves the right to perform work related to the Project with its own forces and to award separate contracts in connection with other portions of the Project or other work on the premises under these or similar Conditions of the Contract.

1.04 MATERIALS AND WORKMANSHIP

A. All materials required for the performance of this Contract shall be new and of best quality of kinds specified, all subject to the approval of the Architect. The use of old or second-hand materials is strictly forbidden except if called for in the Contract Documents. The Contractor shall, if required by the Architect, furnish satisfactory evidence as to the kind and quality of material and workmanship. Materials shall be used in accordance with the manufacturer's printed instructions unless otherwise specified. Upon request of the Architect to the Contractor, the manufacturer's representative shall go to the site and instruct the mechanics in the use of materials or shall supervise their use.

B. For the execution of the work to be performed under this Contract and for the manufacturer or transportation of any of the materials or appliances to be used or installed, the Contractor shall employ only such labor throughout as will not interfere with the speedy and uninterrupted completion of the building. All work shall be done by mechanics skilled in their trade.

C. All materials shall be ordered, manufactured, and delivered at such times and in such manner as will insure the speedy and uninterrupted progress of the work, the least obstruction to the premises; and such materials shall be so distributed as to cause no overloading at any point. If any material so stored obstructs the progress of any portion of the various parts of the work, they shall be moved from place to place or from the premises, as the Architect may direct, at the expense of the Contractor involved.

D. Before making any shipment of materials to the building, the Contractor shall ascertain whether the building is in a condition to receive the shipment. Where this provision is neglected, and material is delivered to the building when the latter is not in condition to receive it, such materials shall be stored off site at the expense of the Contractor involved.

E. After signing of the Contract, the substitution will not be permitted of any materials or methods of construction, unless otherwise approved by the Architect.

1. Should the specified materials or construction not be available through reasons beyond the control of the Contractor, the question shall be immediately referred to the Architect for decision before proceeding with the work.

F. The Contractors shall carry on their work with the greatest reasonable rapidity, consistent with first-class workmanship, and without interfering with or delaying the work of others.

G. Any materials delivered, or work performed, contrary to the CONTRACT DOCUMENTS and approved shop drawings, shall be removed by the Contractor at fault, at this own expense, and the same shall be replaced with other materials or work satisfactory to the Architect. The Contractor at fault shall also assume the cost of replacing the work which may be disturbed while making good the defective work.

H. The Architect, however, reserves the right to allow such defective materials or workmanship to stand, in which case an amount equal to the difference in value between the work and material provided and that specified shall be deducted from the amount due or to become due under the Contract. If a suitable mutually agreed credit cannot be worked out defective material or workmanship shall be replaced.

I. Any materials specified or work shown on the Drawings which the Contractor cannot guarantee against defects shall be called to the attention of the Architect in writing before installation in the building. Installation without such notice shall bind the Contractor to his full guarantee.

1.05 TIMES FOR COMPLETION

A. The New Bedford Public Schools (NBPS) is concerned that the Replacement of Lighting and Acoustical Tile Ceilings at the Elwyn Campbell Elementary School work be completed in a timely fashion and in strict accordance with the construction schedule. To accomplish this, the Contractor is required to properly staff the project.

The Contractor shall also note that during the construction period June 27, 2025 thru August 27, 2025 the school will be not be “in session” Coordination with the sub contractors will be required to ensure a timely completion of the project.

B. It is required that all work shall be substantially completed by August 28, 2025.

In case the work included in this contract shall not have been completed due to failure of the Contractor to complete the work or any part of the work within the time specified, the NBPS shall recover as liquidated damages $1,000.00 per day for every day beyond the substantial completion dates or revised completion dates as extended in accordance with any change orders

C. It is hereby understood and mutually agreed, by and between the General Contractor and the Owner, that the date of beginning and the times for completion, as specified in the Contract for the work to be done hereunder are ESSENTIAL CONDITIONS of this Contract, and it is further mutually understood and agreed that the work embraced in this Contract shall be commenced by the date specified therein.

D. The General Contractor agrees that said work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will insure full completion thereof within the time specified. It is expressly understood and agreed, by and between the General Contractor and the Owner, that the time for completion of the work described herein are reasonable times for the completion of the same, taking into consideration the average climatic range and usual industrial conditions prevailing in this locality.

E. If the General Contractor should neglect, fail, or refuse to complete the work within the times specified in the Contract, or any proper extension thereof, granted by the Owner, then the General Contractor does hereby agree, as part consideration for the awarding of this Contract, to pay to the Owner the amount specified in the Contract, not as a penalty, but as liquidated damages for such breach of Contract as hereinafter set forth, for each and every calendar day that the General Contractor shall be in default after the time stipulated in the Contract for completion of the work.

F. The said amounts are fixed and agreed upon by and between the General Contractor and the Owner because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the owner would in such event sustain, and said amount is agreed to be in the amount of damages which the Owner would sustain and said amount shall be retained from time to time by the Owner from current periodical estimates.

G. It is further agreed that time is of the essence of each and every portion of the Contract and of the CONTRACT DOCUMENTS wherein a definite and certain length of time is fixed for the performance of any act whatsoever; and where under the Contract an additional time is allowed for the completion of any work, the new time limit is fixed by such extension shall be of the essence for this Contract. Provided, that the General Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due:

1. To any preference, priority, or allocation order duly issued by the Government;

2. To unforeseeable causes beyond the control and without fault or negligence of the General Contractor, including but not restricted to, Acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics,, quarantine restrictions, strikes, freight embargoes, and unusual weather; and

3. To any delay of Subcontractors or suppliers occasioned by any of the causes specified in subparagraphs 1. and 2. of this Paragraph. Provided, further, that the General Contractor shall, within ten days from the beginning of such delay, unless the Owner shall grant a further period of time prior to the date of final settlement of the Contract, notify the Owner, in writing, of the causes of the delay and to notify the General Contractor within a reasonable time of its decision in the matter.

H. Each and every provision of the laws and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and the Contract shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon application of either party the Contract shall forthwith be physically amended to make such insertion or correction.

1.06 PRE-CONSTRUCTION CONFERENCE

A. Within ten days of the contract execution and prior to the start of construction there will be a pre-construction meeting between the Contractors, representatives of the Owner and the Architect to discuss methods of construction and completion of the project.

B. Representatives of the following shall be required to attend this conference:

1. Owner

2. General Contractor

3. Architect

4. All Sub Contractors

C. Contractors shall make specified pre-construction submissions including the following, if not already submitted:

1. Safety Plan

2. Certificate of Insurance.

3. Performance and Payment Bonds.

4. Construction Schedule.

5. Schedule of Values breakdown

6. Schedule of Monthly Construction Payments.

D. Agenda will include the following items:

1. Tentative construction schedule.

2. Critical work sequencing.

3. Designation of responsible personnel.

4. Submittal of shop drawings, project data and samples.

5. Processing applications for payment.

6. Procedures for maintenance of record documents.

7. Procedure for field changes, change estimates, change orders, etc.

8. Use of premises.

9. Major equipment deliveries and priorities

10. Site and building security procedures.

1.07 PROJECT MEETINGS

A. As a prerequisite for monthly payments and control for completing the project on time, two week look ahead schedules shall be prepared and maintained by the Contractor and shall be revised and updated (at a minimum) on a bi monthly basis. A copy shall be submitted to the Owner's Representative and Architect.

B. In order to expedite construction progress on this project, the Contractor shall order all materials immediately after the approval of shop drawings and shall obtain a fixed date of delivery to the project site for all materials ordered which shall not impede or otherwise interfere with the construction progress.

C. Scheduling shall be discussed with all concerned parties, and methods shall be presented by the Contractor which shall reflect construction completion not being deferred, at no additional expense to the Owner.

D. Project meeting shall be held on a weekly basis subject to the discretion of the Owner's Architect Project meeting shall be chaired by the Architect. Agenda will include the following:

1. Review approved minutes of previous meeting; insert corrections and comments.

2. Review work progress since last meeting.

3. Note field observations, problems, and decisions.

4. Identify problems which impede planned progress.

5. Review off-site fabrication problems.

6. Develop corrective measures and procedures to return to planned schedule.

7. Revise construction schedule as indicated.

8. Plan progress during next work period.

9. Review submittal logs and schedules; expedite as required to maintain schedule.

10. Maintenance of quality and work standards.

E. Minutes of the meeting shall be prepared by the Architect or by his designated representative and shall be distributed in a timely manner to the Contractors, with copies to the Owner and Architect.

1.08 PERMITS, INSPECTION AND TESTING REQUIRED BY GOVERNING

AUTHORITIES

A. If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having jurisdiction require any portion of the work to be inspected, tested or approved, the Contractor shall give the Architect and such Authority timely notice of its readiness so the Architect may observe such inspection and testing.

B. Prior to the start of construction, the Contractor shall expeditiously complete and submit application to New Bedford Building Department for a Building Permit. Such Permit shall be displayed in a conspicuous location at the project site. The Contractor should note that the New Bedford Building Department is allowed to take up to 30 days to issue a permit.

1.09 SUPERVISION OF WORK

A. The Contractor shall be held directly responsible for the correct installation of all work performed under this Contract. He must make good repair, without expense to the Owner, of any part of the work which may become inoperative on account of leaving the work unprotected during the construction of the system or which may break or give out in any manner by reason of poor workmanship, defective materials, or lack of space to allow for expansion or contraction of the work during a period of two years from date of final acceptance of the work by the Owner.

B. The Contractor shall furnish a competent Massachusetts licensed superintendent (regularly in his employ) satisfactory to the Owner and to the Architect, who shall supervise all work under this Contract, and who shall remain on duty at the site throughout the Contract period while work is in progress. Prior to commencing with the work and the Owner's approval of the Project Superintendent, the Contractor must furnish the Owner with a copy of the Superintendent's resume. The resume must list similar projects and locations, owner’s names and telephone numbers, Architect’s names and telephone numbers and three references with telephone numbers.

1.10 RECORD DRAWINGS

A. During the progress of work, the Contractors shall keep on file at all times two (2) complete sets of black line prints of Contract Drawings and Specification. On one set of which shall be accurately and promptly noted, as the work progresses, all changes made, whether resulting from addenda; formal Change Order or other instructions issued by the Architect; wherever the work was installed other than as shown on the Contract Drawings, or as described in the Specifications. As applicable show dimensions from building grid lines and elevations related to grade or building structure. The Contractor shall be responsible for assuring that the various revisions are delineated by the specific trade involved.

B. The second set shall be used to indicate the progress of the work installed by coloring in the various portions of the work as erected.

C. Both sets of drawings will be reviewed at regular intervals by the Architect and will be taken into consideration when reviewing monthly Applications for Payment.

D. At the completion of the work, the Contractors shall submit to the Architect for approval, the black line prints mentioned above. Two (2) copies of the Specifications will be annotated with revisions, and submitted to the Architect as above.

E. Upon receipt of approval, the Contractors shall transfer the as-built information on the before-mentioned prints onto digital/CD media after which the annotated files shall be submitted to the Architect for transmittal to the Owner.

1.11 INSURANCE REQUIREMENTS

A. Insurance carried by the Contractors shall be as per the Conditions of the Contract and as outlined below. If there is a conflict between stated requirements and statutory requirements, the higher amount of coverage shall prevail.

B. Insurance Company must be "A" rated or better by the Best Rating System and licensed to do business in the Commonwealth of Massachusetts.

C. Insurance coverage requirements are listed in SECTION 00 54 01 –

SUPPLEMENTAL CONDITIONS TO ARTICLE 11 – INSURANCE.

1.12 MUTUAL RESPONSIBILITY

A. The General Contractor shall afford the Owner and separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work and shall connect and coordinate his Work with theirs as required by the Contract Documents.

1.13 WAGE RATES

A. There shall be paid each laborer or mechanic of the General Contractor or Subcontractor engaged in work on the project under this Contract in the trades of occupations as specified in SECTION 00 73 43 - PREVAILING WAGES RATES not less than the hourly rate plus fringes as stated therein and list opposite the same, regardless of any contractual relationship which may be alleged to existing between the general Contractor or any Subcontractor and such laborers and mechanics.

01 01 00 END OF SUMMARY OF WORK

EXISTING CONDITIONS

Section 01 24 00

SECTION 01 24 00 EXISTING CONDITIONS

PART 1 - GENERAL

1.01 GENERAL REQUIREMENTS

A. Part A and DIVISION 1 of PART B are hereby made a part of this SECTION.

B. Examine all conditions as they exist at the project prior to submitting a bid for the work of this SECTION.

1.02 SCOPE OF WORK

A. Before submitting a proposal, the Contractor shall make a thorough examination of the conditions at the site, checking the requirements of the Plans and Specifications with the existing conditions.

B. No claim for extra compensation or extension of time will be allowed on account of the Contractor's failure to estimate properly the quantities, locations, and measurements of all items required to complete the work which could be discerned from visiting the site.

C. The Contractor shall report any discrepancies to the Architect and request an interpretation.

D. Existing Building

1. The Construction Documents are for information only, the exact square foot areas and quantities of items and materials to be removed and replaced must be determined by the Contractor by visual inspection of the site.

01 24 00 END OF EXISTING CONDITIONS

DEFINITIONS AND STANDARDS

Section 01 29 00

SECTION 01 29 00

DEFINITIONS AND STANDARDS

PART 1 - GENERAL

1.01 GENERAL REQUIREMENTS

A. Part A and DIVISION 1 of PART B are hereby made a part of this SECTION.

B. Examine all conditions as they exist at the project prior to submitting a bid for the work of this SECTION.

1.02 DEFINITIONS

A. General Explanation: A substantial amount of specifications language constitutes definition for terms found in other contract documents, including the drawings which must be recognized as diagrammatic in nature and not completely descriptive of requirements indicated thereon. Certain terms used in the contract documents are defined generally in the article. Definitions and explanations of this Section are not necessarily either complete or exclusive, but are general for the work to the extent not stated more explicitly on another provisions of the contract documents.

B. General Requirements: The provisions or requirements of Division 1 - sections.

General requirements apply to entire work of the Contract.

C. Indicated: The term "Indicated" is a cross-reference to details, notes or schedules on the drawings, to other paragraphs or schedules in the specifications, and to similar means of recording requirements in the Contract Documents. Where terms such as "shown", "noted", "scheduled" and "specified" are used in lieu of "indicated", it is for purpose of helping the reader locate the cross-reference, and no limitation of location is intended except as specifically noted.

D. Directed, Requested, etc.: Where not otherwise explained, terms such as "directed”, "requested", "authorized" and "permitted" mean "directed by Architect", "requested by Architect", etc. However, no such implied meaning will be interpreted to extend the Architect's responsibility into Contractor's area of construction supervision and coordination.

E. Approve: Where used in conjunction with the Designer’s response to submittals, requests, applications, inquiries, reports and claims by Contractor, the meaning of term “approved” will be held to limitations of the Designer’s responsibilities and duties as specified in General and Supplemental Conditions. In no case will “approval” by the Designer be interpreted as a release of Contractor from responsibilities to fulfill requirements of the contract documents.

F. Project Site: The space available to Contractor for performance of the work, either exclusively or in conjunction with others performing other work as part of the project.

The extent of project site is shown on the drawings, and may or may not be identical with description of the land upon which project is to be built.

G. Furnish: Except as otherwise defined in greater detail, term “furnish” is used to mean supply and deliver to project site, ready for unloading, unpacking, assembly, installation, etc., as applicable in each instance.

H. Install: Except as otherwise defined in greater detail, term “install” is used to described operations at project site including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations, as applicable in each instance.

I. Provide: Except as otherwise defined in greater detail, term “provide” means furnish and install, complete and ready for intended use, as applicable in each instance.

J. Installer: The entity (person or firm) engaged by the Contractor or its subcontractor or sub-subcontractor for the performance of a particular unit of work at the project site, including installation, erection, application and similar required operations. It is a general requirement that such entities (Installers) be expert in operations they are engaged to perform.

K. Testing Laboratory: An independent entity engaged to perform specific inspections or tests of the work, either at project site or elsewhere; and to report and interpret results of those inspections or tests.

L. Designer: Where the word “Designer” is used hereinafter, it shall mean either “DESIGNER”, “Engineer” or “ARCHITECT”.

M. Contractor: Where the word “Contractor” is used hereinafter, it shall mean “General Contactor” unless a specific trade contractor is referenced.

1.03 FORMAT AND SPECIFICATION EXPLANATIONS

A. Format Explanation: The format of principal portions of these specifications can be described as follows:

1. Sections and Divisions: For convenience, basic unit of specification text is a “section”, each unit of which is named and numbered. These are organized into related families of sections, and various families or sections are organized into “divisions”, which are recognized as the industry-consensus (CSI format) on uniform organization and sequence of specifications. The section title is not intended to limit meaning or content of section, nor to be fully descriptive of requirements specified therein, nor to be an integral part of text.

2. Subordination of Text: Portions of specification text are subordinated to other portions in the following manner (lowest level to highest):

a. Indented (from left margin) paragraphs and lines of test are subordinate to preceding text which is not indented, or which is indented by a lesser amount.

b. Paragraphs and lines of text are subordinate to subarticle titles, which are printed in upper-case lettering.

B. Imperative Language: Used generally in specifications. Except as otherwise indicated, requirements expressed imperatively are to be performed by Contractor.

For clarity of reading at certain locations, contrasting subjective language is used to describe responsibilities which must be fulfilled indirectly by Contractor, or when so noted, by others.

C. Section Numbering: Used to facilitate cross references in contract documents.

Sections are placed in numeric sequence; however, number sequence is not complete, and listing of sections in Table of Contents must be consulted to determine numbers and names of specification sections in the Contract Documents.

D. Page Numbering: Numbering independently for each section; recorded in listing of sections in table of contents.

E. Project Identification: Section Title, and Page Number are shown at the bottom of each page to minimize possible confusion with other project specification sections.

F. Specification Content: Because of methods by which this project specification has been produced, certain general characteristics of content, and conventions in use of language are explained as follows:

1. Specifying Methods: The techniques or methods of specifying to record requirements varies throughout text, and may include “generic-descriptive,” “compliance with standards.” “performance”, “proprietary,” or a combination of these. The method used for specifying one unit of work has no bearing on requirements for another unit of work.

2. Overlapping and Conflicting Requirements: Where compliance with 2 or more industry standards or sets of requirements is specified, and overlapping of those different standards or requirements established different or conflicting minimums of levels of quality, most stringent requirement (which is generally recognized to be also most costly) is intended and will be enforced, unless specifically detailed language written into the contract documents (not by way of referencing to an industry standard) clearly indicated that a less-stringent requirement is to be fulfilled. Refer apparently-equal-but-different requirements, and uncertainties as to which level of quality is more stringent, to Designer for a decision before proceeding.

a. Contractor’s Options: Except for overlapping or conflicting requirements where more than one set of requirements are specified for a particular unit of work, option is intended to be Contractor’s regardless of whether specifically indicated as such.

G. Minimum Quality/Quantity: In every instance, quality level or quantity shown or specified is intended as minimum for the work to be performed or provided. Except as other wise specifically indicated, actual work may either comply exactly with that minimum (within specified tolerances), or may exceed that minimum within reasonable limits. In complying with requirements, indicated numeric values are either minimums or maximums as noted or as appropriate for context of requirements. Refer instances of uncertainty to the Designer for decision before proceeding.

H. Specialists’ Assignments: In certain instances, specifications text requires that specific work be assigned to specialists or expert entities, who must be engaged for performance of those units of work. These must be recognized as special requirements over which Contractor has no choice or option. These assignments must not be confused with normal application of regulations, union jurisdictions and similar conventions. Nevertheless, final responsibility for fulfillment of entire set of requirements remains with the Contractor.

I. Abbreviations: The language of specifications and other contract documents is of the abbreviated type in certain instances, and implies words and meaning which will be appropriately interpreted. Actual word abbreviations of a self-explanatory nature have been included in the text. Specific abbreviations have been established, principally for lengthy technical terminology and primarily in conjunction with coordination of specification requirements with notations on drawings and schedules. Trade association names and titles of general standards are frequently abbreviated.

Singular words will be interpreted as plural and plural words will interpreted as singular where applicable and where full context of the contract documents so indicates.

1.04 DRAWING SYMBOLS

A. General: Except as otherwise indicated, graphic symbols used on drawings are those symbols recognized in the construction industry for purposes indicated. Where not otherwise noted, symbols are defined by “Architectural Graphic Standards,” published by John Wiley & Sons, Inc. Seventh Edition.

1.05 INDUSTRY STANDARDS

A. General Applicability of Standards: Applicable standards of construction industry have the same force and effect (and are made a part of the contract documents by reference) as if copied directly into contract documents, or as if published copies were bound herewith.

1. Reference Standards (referenced directly in contract documents or by governing regulations) have precedence over non-referenced standards which are recognized in industry for applicability to work.

2. Non-referenced Standards recognized in the construction industry are hereby defined, except as otherwise limited in contract documents, to have direct applicability to the work, and will be so enforced for performance of the work.

B. Publication Dates: Except as otherwise indicated, where compliance with an industry standard is required, comply with standard in effect as of date of contract documents.

C. Copies of Standards: Provide where needed for proper performance of the work;

obtain directly from publication sources.

D. Abbreviations and Names: The following acronyms or abbreviations as referenced in contract documents are defined to mean the associated names. Both names and addresses are subject to change, and are believed to be, but are not assured to be, accurate and up-to-date as of the date of contract documents.

AAMA American Architectural Manufacturers Association 2700 River Road Des Plaines, IL 60018

AGA American Gas Association 1515 Wilson Blvd.

Arlington, VA 22209

(703) 841-8400

AGC Associated General Contractors of America 1957 E Street, N.W.

Washington, DC 20006

AIA American Institute of Architects 1735 New York Avenue, N.W.

Washington, DC 20006

ANSI American National Standards Institute 1430 Broadway New York, NY 10018

(212) 354-3300

APA American Plywood Association Box 11700 Tacoma, WA 98411

ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers 345 East 47th Street New York, NY 10071

(212) 644-7940

ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017

(212) 644-7722

ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103

(215) 299-5400

AWPA American Wood-Preservers' Association 7735 Old Georgetown Road Bethesda, MD 20014

FHA Federal Housing Administration (US Dept. of HUD) 451-7th Street SW Washington, D.C. 20201

FM Factory Mutual System 1151 Boston-Providence Turnpike Norwood, MA 02062

(617) 762-4300

FS Federal Specification General Service Administration Specifications and Consumer Information Distribution Section (WFSIS) Washington Navy Yard, Bldg. 197 Washington, DC 20407

GA Gypsum Association 1603 Orrington Avenue Evanston, IL 60201

IEEE Institute of Electrical & Electronics Engineers 345 East 47th Street New York, NY 10017

MIL Military Standardization Documents (US Department of Defense)

Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120

ML/SFA Metal Lath/Steel Framing Association 221 North LaSalle Street Chicago, IL 60601

NAAMM National Association of Architectural Metal Manufacturers 221 North LaSalle Street Chicago, IL 60601

NBS National Bureau of Standards (US Dept. of Commerce) Gaithersburg, MD 20234

NEC National Electric Code (by NFPA)

NECA National Electric Contractors Association, Inc.

7315 Wisconsin Avenue Washington, D.C. 20037

(301) 657-3110

NEMA National Electrical Manufacturers' Association 2101 L Street, N.W.

Washington, DC 20037

(202) 457-8400

NFPA National Fire Protection Association 470 Atlantic Avenue Boston, MA 02210

(617) 482-8755

NTMA National Terrazzo and Mosaic Association 3166 Des Plaines Avenue Des Plaines, IL 60018

OSHA Occupational Safety and Health Administration (US Dept. of Labor) Government Printing Office Washington, D.C. 20402

PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 60077

PS Product standard US Department of Commerce Washington, D.C. 20203

TCA Tile Council of America, Inc.

Box 326 Princeton, NJ 08540 UFAS Uniform Federal Accessibility Standards

UL Underwriters' Laboratories, Inc.

207 East Ohio Street Chicago, IL 60611

(313) 642-6969

1.06 GOVERNING REGULATIONS AUTHORITIES

A. General: The procedure followed by the Architect has been to contact governing authorities where necessary to obtain information needed for the purpose of preparing the contract documents; recognizing that such information may or may not be of significance in relation to the Contractor's responsibilities for performing the work.

Contact governing authorities directly for necessary information and decisions having a bearing on the performance of the work.

1.07 SUBMITTALS

A. For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdiction settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the work.

PART 2 - PRODUCTS Not Used

PART 3 - EXECUTION Not Used

01 29 00 END OF DEFINITIONS AND STANDARD

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

Section 01 33 23

SECTION 01 33 23

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

PART 1 - GENERAL

1.01 GENERAL

A. Part A and DIVISION 1 of PART B are hereby made part of this SECTION

B. Examine all conditions as they exist at the project prior to submitting a bid for the work of this SECTION.

1.02 ONLINE PROJECT MANAGEMENT SERVICE

A. The General Contractor shall provide and pay for an online project management service to be available and to be used by all Project Team Members.

1. Shop drawing and product data submittals shall be transmitted to the Architect in electronic (PDF) format a website service designed specifically for transmitting submittals between all Project Team Members.

2. The intent of electronic submittals is to expedite the construction process by reducing paperwork, improving information flow, and decreasing turnaround time.

3. The electronic submittal process is not intended for color samples, color charts, or physical material samples.

B. Procedures:

1. The Contractor shall provide training by the submittal exchange service selected by the Contractor and approved by the Owner to all Project Team Members.

2. Internet Service and Equipment Requirements for the Contractor:

a. Email address and Internet access at Contractor's main office.

b. Adobe Acrobat (www.adobe.com}, Bluebeam PDF Revu (www.bluebeam.com), or other similar PDF review software for applying electronic stamps and comments

3. The Contractor is to create a submittal log in the exchange service by inserting required submittals listed in individual specification sections.

4. Electronic Submittal Preparation - Contractor may use any or all of the following options:

a. Subcontractors and Suppliers provide electronic (PDF) submittals to Contractor via the submittal exchange website.

b. Subcontractors and Suppliers provide electronic (PDF) submittals to Contractor via email.

c. Subcontractors and Suppliers provide paper submittals to Scanning Service which electronically scans and converts to PDF format.

5. Contractor’s Initial Submittal Action:

a. Contractor shall review and apply an electronic stamp certifying that the submittal complies with the requirements of the Contract Documents including verification of manufacturer, product, dimensions and coordination of information with other parts of the work.

b. Contractor shall transmit each submittal to Architect using the submittal exchange service website.

c. For physical samples the Contractor shall record the transmittal on the submittal exchange service of the sample before delivering the sample to the Architect.

6. Architect’s Action:

a. The Architect’s submittal review comments will be made available on the submittal exchange service website for downloading. Contractor will receive email notice of completed review.

1.03 GENERAL PROCEDURES FOR SUBMITTALS

A. Timeliness - The Contractor shall transmit each submittal to the Architect sufficiently in advance of performing related Work or other applicable activities so that the installation is not delayed by processing times, including disapproval and resubmittal (if required), coordination with other submittals, testing, purchasing, fabrication, delivery, and similar sequenced activities. No extension of time will be authorized because of the Contractor's failure to transmit submittals to the Architect in advance of the Work.

B. Sequence - The Contractor shall transmit each submittal in a sequence which will not result in the Architect’s approval having to be later modified or rescinded by reason of subsequent submittals which should have been processed earlier or concurrently for coordination.

C. Contractor's Review and Approval - Only submittals received from and bearing the stamp of approval of the Contractor will be considered for review by the Architect.

Submittals shall be accompanied by a transmittal notice stating name of Project, date of submittal, "To", "From" (Contractor, Subcontractor, Installer, Manufacturer, Supplier), Specification Section, or Drawing No. to which the submittal refers, purpose (first submittal, resubmittal), description, remarks, distribution record, and signature of transmitter.

D. Architect's Action - The Architect will review the Contractor's submittals and return them with one of the following actions recorded thereon by appropriate markings:

1. Final Unrestricted Release: Where marked "Approved" the Work covered by the submittal may proceed provided it complies with the requirements of the Contract Documents.

2. Final-But-Restricted Release: When marked “Approved as Noted”, the Work may proceed provided it complies with the Architect’s notations or corrections on the submittal and complies with the requirements of the Contract Documents.

Acceptance of the Work will depend on these compliances.

3. Returned for Resubmittal: When marked "Revise and Resubmit" or "Disapproved" the Work covered by the submittal (such as purchasing, fabrication, delivery, or other activity) should not proceed. The submittal should be revised or a new submittal resubmitted without delay, in accordance with the Architect's notations stating the reasons for returning the submittal.

4. Compliance: In no instance shall the Architect’s approval of, or notations on, a submittal from the Contractor relieve the Contractor from full compliance with the Contract Documents.

1.04 “OR EQUALS”

A. Definition - Whenever a specification section names one or more suppliers or manufacturers for a given item, and the Contractor wishes to submit, for consideration, another supplier or manufacturer, the submission shall be considered an "or-equal" or a "material substitution". For the purposes of this Contract, the terms "or-equal" and "material substitution" shall be considered synonymous.

B. In no case may an item be furnished on the Work other than the item named or described, unless the Architect, with the Administrator's written concurrence, shall consider the item equal to the Item so named or described, as provided by M.G.L.

c.30 § 39M.

C. The equality of items offered as "equal" to items named or described shall be proved to the satisfaction of the Architect at the expense of the Contractor submitting the substitution.

D. The Architect may require that full size samples of both the specified and proposed products be submitted for review and evaluation. The Contractor shall bear full cost for providing, delivering, and disposal of all such samples.

E. The Contractor shall assume full responsibility for the performance of any item submitted as an "Or-Equal" and assume the costs of any changes in any Work that may be caused by such substitution.

F. Or Equal Approval Process - On the transmittal or on a separate sheet attached to the submission, the Contractor shall direct attention to any deviations, including minor limitations and variations, from the Contract Documents.

1. The Contractor shall submit to the Architect for consideration of any or-equal substitution a written point-by-point comparison containing the name and full particulars of the proposed product and the product named or described in the Contract Documents.

2. Such submittal shall in no event be made later than 60 calendar days prior to the incorporation of the item into the Work. In any case in which the time period specified in the Contract Documents from the Notice to Proceed to Substantial Completion is less than 60 days, this requirement can be waived by the Architect.

3. Upon receipt of a written request for approval of an or-equal substitution, the Architect shall investigate whether the proposed item shall be considered equal to the item named or described in the Contract Documents. Upon conclusion of the investigation, the Architect shall promptly advise the Contractor that the item is, or is not, considered acceptable as on Or-Equal substitution. Such written notice must have the concurrence of the Owner or Owner’s agent.

1.05 SUBMISSION OF SHOP DRAWINGS

A. The Contractor shall submit all Shop Drawings through Submittal Exchange. Shop Drawings shall be complete, giving all information necessary or requested in the individual section of the specifications. They shall also show adjoining Work and details of connection thereto.

B. Shop Drawings shall be for whole systems. Partial submissions will not be accepted.

C. Shop Drawings shall be prepared by a qualified detailer.

D. Details shall be identified by reference to sheet and detail number indicated on Contract Drawings.

E. Maximum PDF (electronic) sheet size shall be 24 inch by 36 inch.

F. Shop drawings shall be properly identified and contain the name of the project, name of the firm submitting the shop drawings, shop drawing number, date of shop drawings and revisions, Contractor's stamp of approval, and sufficient spaces near the title block for the Architect's stamp.

G. The Architect reserves the right to review and approve shop drawings only after approval of related product data and samples.

H. When the Architect returns a shop drawing with the stamp "Revise and Resubmit" or "Disapproved", the Contractor shall correct the original shop drawing or prepare a new shop drawing for submittal. This procedure shall be repeated until the Architect's approval is obtained.

I. When the Architect returns a shop drawing with the stamp "Approved" or "Approved as Corrected" the Contractor shall provide and distribute these shop drawings for all Contractor and Subcontractors use.

J. The Contractor shall maintain one full set of approved shop drawings at the site in hard copy format.

1.06 SUBMISSION OF PRODUCT DATA

A. The Contractor shall submit all Product Data to the Architect through Submittal Exchange. All such data shall be specific and identification of material or equipment submitted shall be clearly marked in ink. Data of general nature will not be accepted.

B. Product Data shall be accompanied by a transmittal notice. The Contractor's stamp of approval shall appear on the Product Data information itself, in a location which will not impair legibility.

C. Product Data returned by the Architect as "Disapproved" shall be resubmitted until the Architects approval is obtained.

D. When the Product Data are acceptable, the Architect will stamp them "Approved" or "Approved as Corrected", The Contractor shall provide and distribute hard copies as may be required to complete the Work.

E. The Contractor shall maintain one full set of approved, original, Product Data at the site in hard copy format.

1.07 SUBMISSION OF SAMPLES

A. Unless otherwise specified in the individual section, the Contractor shall submit two specimens of each sample.

B. Samples shall be of adequate size to permit proper evaluation of materials. Where variations in color or in other characteristics are to be expected, samples shall show the maximum range of variation. Materials exceeding the variation of approved samples will not be approved on the Work.

C. Samples of items of interior finishes shall be submitted all at once to permit a coordinated selection of colors and finishes.

D. Samples shall be delivered to the Architect, accompanied by a transmittal notice which shall also be recorded on Submittal Exchange. All transmittals shall be stamped with the Contractor's approval stamp of the material submitted.

1.08 CONSTRUCTION SCHEDULE

A. Charting of Construction Progress:

1. The contractor shall submit a construction schedule at the Pre-Construction Conference. This schedule shall be in the form of a GANTT CHART where each significant construction activity is listed separately and progress is charted daily.

2. The contractor shall present an update construction schedule at each weekly field meeting.

END OF 01 30 00 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

SPECIAL PROJECT PROCEDURES

Section 01 35 00

SECTION 01 35 00

SPECIAL PROJECT PROCEDURES

PART 1 - GENERAL

1.01 GENERAL REQUIREMENTS

A. Part A and DIVISION 1 of PART B are hereby made a part of this SECTION.

B. Examine all conditions as they exist at the project prior to submitting a bid for the work of this SECTION.

1.02 SAFETY REGULATIONS

A. This Project is subject to compliance with Public Law 92-596 “Occupational Safety and Health Act of 1970” (OSHA), with respect to all rules and regulations pertaining to construction including Volume 36, numbers 75 and 105; of the Federal Register as amended, and as published by the U.S. Department of Labor.

B. The committing of nuisances on the site or adjacent property is prohibited.

1.03 SAFETY PRECAUTIONS

A. The Contractor shall take all precautions to safeguard the health and well being of all workers and all others rightfully on the Project site who may be affected by work done under this Contract.

B. All safety laws and regulations of the Commonwealth of Massachusetts applicable to work performed under this Contract shall be adhered to by the Contractor.

C. A bound copy of all MSDS sheets shall be kept on site

1.04 LEGAL RELATIONS/RESPONSIBILITY TO PUBLIC

A. Laws to be Observed:

1. The Contractor shall keep himself fully informed of all existing and future State and National and Local laws and ordinances and regulations in any manner affecting those engaged or employed in the Work, or the materials used or employed in the Work, or in any way affecting the conduct of the Work, and all such orders and judgments having any jurisdiction or authority over the same are made a part of this Contract. The Contractor shall have all Subcontractors, Suppliers, agents and employees observe and comply with, all such existing and future Laws, ordinances, regulations, orders and judgments.

2. If the Contractor uses or stores toxic or hazardous substances he is subject to certain additional laws and regulations including but not limited to M.G.L.