10-9132-FINAL-PROJECTMANUAL-2010-5-11.pdf

MISSISSIPPI MILITARY DEPARTMENT

State of Mississippi

Post Office Box 5027 Jackson, Mississippi 39296-5027

INVITATION TO BID AND

TECHNICAL SPECIFICATIONS FOR:

Environmental Office Building #6530 Camp Shelby, Mississippi

William L. Freeman, Jr.

Major General (MS), Mississippi National Guard The Adjutant General of Mississippi Set of

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PROJECT MANUAL TABLE OF CONTENTS:

Division 1 – General Requirements:

Section 01002 – Soil Investigation Data Section 01003 – Schedule of Drawings Section 01010 – Summary of Work Section 01025 – Schedule of Values Section 01027 – Applications for Payment Section 01040 – Coordination Section 01050 – Field Engineering Section 01060 – Regulatory Requirements Section 01068 – Definitions and Standards Section 01100 – Alternates Section 01200 – Project Meetings Section 01300 – Submittals Section 01400 – Quality Control Section 01410 – Testing and Laboratory Services Section 01500 – Construction Facilities and Temporary Controls Section 01630 – Substitutions and Product Options Section 01650 – Starting of Systems Section 01700 – Contract Closeout

Division 2 - Sitework:

Section 02100 – Site Preparation Section 02110 – Site Clearing Section 02200 – Earthwork – Buildings Only Section 02200a – Earthwork Section 02210 – Excavation, Trenching, and Backfilling Section 02282 – Termite Control Section 02480 – Landscaping Section 02521 – Concrete Curbs, Gutters, and Walks Section 02831 – Chain Link Fencing and Gates

Division 3 - Concrete:

Section 03100 – Concrete Formwork Section 03200 – Concrete Reinforcement Section 03300 – Cast-In-Place Concrete

Division 4 - Masonry:

Section 04200 – Unit Masonry

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Division 5 - Metals:

Section 05500 – Metal Fabrications

Division 6 - Wood & Plastics:

Section 06100 – Rough Carpentry Section 06192 – Fabricated Wood Trusses Section 06200 – Finish Carpentry

Division 7 - Thermal & Moisture Protection:

Section 07150 – Dampproofing Section 07200 – Insulation Section 07410 – Preformed Metal Wall Panels Section 07416 – Metal Soffit Panels Section 07600 – Flashing and Sheet Metal Section 07610 – Standing Seam Roof Panels Section 07900 – Joint Sealants

Division 8 - Doors, Windows & Glass:

Section 08100 – Metal Doors and Frames Section 08200 - Wood Doors Section 08400 – Entrances and Storefronts Section 08700 – Hardware Section 08800 – Glazing

Division 9 - Finishes:

Section 09250 – Gypsum Wallboard Section 09500 - Acoustical Treatment Section 09650 - Resilient Flooring Section 09900 – Painting

Division 10 - Specialties:

Section 10150 – Toilet Compartments Section 10200 – Louvers and Vents Section 10520 – Fire Extinguishers, Cabinets and Accessories Section 10800 - Toilet Accessories Section 10950 – Miscellaneous Specialties

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Division 11 - Equipment:

None

Division 12 - Furnishings:

Division 13 - Special Construction:

Division 14 - Conveying Systems:

Division 15 - Mechanical:

Section 15000 – Mechanical General Requirements Section 15100 – Basic Materials and Methods Section 15200 – Insulation of Mechanical Systems Section 15300 – Fire Protection Section 15400 – Plumbing Section 15600 – Heating, Ventilating and Air Conditioning Equipment Section 15700 – Heating and Air Conditioning Pipping Section 15800 – Air Distribution Section 15900 – Controls and Instrumentation

Division 16 - Electrical:

Section 16000 – Electrical General Requirements Section 16100 – Basic Electrical Materials and Methods Section 16200 – Raceway Systems Section 16300 – Wire, Cable and Devices Section 16400 – Service and Distribution Section 16500 – Lighting Section 16700 – Communications Section 16750 – Mass Notification System Section 16800 – Fire Alarm and Smoke Detection System

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SECTION 01002 - SOIL INVESTIGATION DATA

PART 1 - GENERAL

1.01 DESCRIPTION

A. Soil Investigation: A report has been prepared. This report was obtained only for use by the Architect in design and is not a part of the contract documents.

B. Examination: A copy of this report has been included herein and is available for contractor's information only and is not a warranty of subsurface conditions.

C. Additional Investigation:

1) Contractor should visit the site and acquaint himself with conditions.

2) Prior to bidding, the contractor may make his own investigations to satisfy himself with site and subsurface conditions.

END OF SECTION

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SECTION 01003 – SCHEDULE OF DRAWINGS

The Drawings for this project have been prepared and scheduled by the following:

Architectural

Perkins Architecture, PLLC 301 Humble Avenue, Suite 144 Hattiesburg, Mississippi 39401

(601) 545-2464

Sheet No. Title

G101 TITLE PAGE

T101 TOPOGRAPHIC SURVEY

A101 SITE PLAN

A102 SITE PLAN DETAILS

A103 FLOOR PLAN/FINISH AND OPENING SCHEDULES

A104 ROOF PLAN AND OPENING/WINDOW TYPES

A201 EXTERIOR ELEVATIONS/MOUNTING HEIGHTS

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A303 WALL SECTIONS

A304 WALL SECTIONS

A305 WALL SECTIONS

A401 ROOF AND SOFFIT DETAILS

A402 DOOR DETAILS

A403 DOOR AND WINDOW/LOUVER DETAILS

A404 CONSTRUCTION DETAILS

A501 INTERIOR ELEVATIONS AND MILLWORK SECTIONS

Structural

Second Moment P.O. Box 889 Florence, Mississippi 39073

S-1 FOUNDATION PLAN

S-2 ROOF FRAMING PLAN

S-3 BUILDING SECTIONS

S-4 WALL SECTIONS

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Mechanical

Canon Engineering LLC 511 32nd Street, Suite 106 Gulfport, Mississippi 39507

F100 FIRE PROTECTION PLAN

P100 PLUMBING SITE PLAN, LEGEND, AND DETAILS

P101 BELOW FLOOR PLUMBING PLAN

P102 PLUMBING PLAN

M101 HVAC PLANS, SCHEDULES, AND DETAILS

Electrical

Canon Engineering LLC 511 32nd Street, Suite 106 Gulfport, Mississippi 39507

E101 ELECTRICALSITEPLAN,LEGEND,AND LUMINIARE SCHEDULE

E201 LIGHTING PLAN

E301 POWER RISER, PANELBOARD SCHEDULE, AND DETAILS

E401 COMMUNICATION RISER DIAGRAM, FIRE ALARM / MASS

NOTIFICATION RISER DIAGRAM, COMMUNICATION DETAILS

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SECTION 01010 – SUMMARY OF WORK

1.01 WORK COVERED BY CONTRACT DOCUMENTS:

A. Work covered by the Contract Documents is the NEW ENVIRONMENTAL

OFFICE BUILDING FOR THE DEPARTMENT OF THE ARMY AND THE

AIR FORCE. Work includes all related work, as shown on the Drawings, specified within the Project Manual, or implied there from, completed in every respect.

B. Start of Work: Work shall be started immediately upon issuance of a proceed order. Prior to this, all Contracts and beginning documents will have been executed and insurance placed in force.

C. Time of Completion: The completion of this total work is to be on or before the time indicated in the Owner and Contractor Agreement.

D. Contractor's Duties:

1. Except as specifically noted, provide and pay for:

Labor, materials, equipment.

Tools, construction equipment and machinery.

Water, heat and utilities required for construction.

Other facilities and services necessary for proper execution and completion of work.

2. Pay legally required sales, consumer, use, payroll, privilege and other taxes.

3. Secure and pay for, as necessary for proper execution and completion of work, and as applicable at time of receipt of bids:

Permits Government Fees Licenses

4. Give required notices.

5. Comply with codes, ordinances, rules, regulations, orders and other legal requirements of public authorities which bear on performance of work.

6. Promptly submit written notice to Architect of observed variance of

Contract Documents from legal requirements. It is not the contractor's

Perkins Architecture, PLLC 05/10 P.N. 10-9132 01010 - 2 responsibility to make certain that Drawings and Specifications comply with codes and regulations. Appropriate modifications to Contract Documents will adjust necessary changes. Assume responsibility for work known to be contrary to such requirements, without notice.

7. Enforce strict discipline and good order among employees. Do not employ on work, unfit persons or persons not skilled in assigned task.

1.02 CONTRACTS: Construct work under a single lump-sum contract.

1.03 FUTURE WORK:

A. Unless otherwise indicated, no provisions are to be made for future work.

1.04 CONTRACTOR USE OF PREMISES:

A. Confine operations at site to areas permitted by:

1. Law

2. Ordinances

3. Permits

4. Contract Documents

B. Do not unreasonably encumber site with materials or equipment.

C. Do not load structure with weight that will endanger structure.

D. Assume full responsibility for protection and safe-keeping of products stored on premises.

E. Move any stored products which interfere with operations of Owner or other Contractors.

F. Obtain and pay for, use of additional storage or work areas needed for operations.

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SECTION 01025 – SCHEDULE OF VALUES

1.01 DESCRIPTION:

A. Provide Schedule of Values allocated to the various portions of the work.

1.02 SCHEDULE OF VALUES:

A. Submit a Schedule of Values to the Architect at least ten days prior to submitting first Application for Payment. Upon Architect's request, support the values given with data substantiating their correctness. Use Schedule of Values only as basis for Contractor's Application for Payment.

B. Form of Submittal: Submit typewritten Schedule of Values on AIA Document

G703A or similar computer generated form, using the Table of Contents of this Specification as basis for format for listing costs of work for sections under Divisions 2 - 16. Identify each line item with number and title as listed in Table of Contents of this Specification.

C. Preparing Schedule of Values:

1. Itemize separate line item cost for each of the following general cost items: Performance and Payment Bonds, field supervision and layout, and temporary facilities and controls.

2. Itemize separate line item cost for work required by each section of this

Specification. Break down installed cost with overhead and profit.

3. For each line item which has installed value of more than $20,000, break down costs to list major products or operations under each item, rounding figures to nearest dollar. Make sum of total costs of all items listed in schedule equal to total Contract Sum.

D. Review and Resubmittal: After Architect's review, if requested, revise and resubmit Schedule until accepted.

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SECTION 01027 – APPLICATIONS FOR PAYMENT

1.01 SCOPE:

A. This Section describes procedures for preparing and submitting Applications for Payment by the Contract.

1.02 APPLICATIONS FOR PAYMENT

A. Format:

1. Applications for Payments will be prepared on AIA forms G702 - Application and Certificate for Payment and G702A - Continuation Sheet;

or, a computer generated form containing similar data may be used.

B. Preparation of Application:

1. Present required information in typewritten form.

2. Execute certification by signature of authorized officer.

3. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of Work performed and for stored products.

4. List each authorized Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for an original Item of Work.

5. Prepare Application for Final Payment as specified in Section 01700 entitled Contract Closeout.

C. Submittal Procedures:

1. Submit three copies of each Application for Payment.

2. Submit an updated construction schedule with each Application.

3. Submit requests for payment at monthly intervals.

4. Submit requests to the Professional at agreed upon times, or as may be directed otherwise.

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D. Substantiating Data:

1. Submit data justifying dollar amounts in questions when such information is needed.

2. Provide one (1) copy of the data with a cover letter for each submittal.

3. Indicate the Application number, date and line item number and description.

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SECTION 01040 – COORDINATION

A. Scope: To set forth procedures, conditions and responsibility for coordination of the total project and for cutting and patching.

B. Project Coordinator: The General Contractor will designate one individual as

Project Coordinator or Superintendent, as referred to in the General Conditions.

1.02 DUTIES OF PROJECT COORDINATOR:

A. General:

1. Coordination: Coordinate the work of all Subcontractors and material suppliers.

2. Supervision: Supervise the activities of every phase of work.

3. Mechanical/Electrical: Take special care to coordinate and supervise the work of the plumbing, heating and cooling and electrical Subcontractors.

4. Communication: Establish lines of authority and communication at the job site.

5. Location: The Project Coordinator must be present on the job all of the time.

6. Permits: Assist in obtaining building and special permits required for construction.

B. Interpretations of Contract Documents:

1. Consultation: Consult with Architect to obtain interpretations.

2. Assistance: Assist in resolution of any questions.

3. Transmission: Transmit written interpretations to concerned parties.

C. Cessation of Work: Stop all work not in accordance with the requirements of the Contract Documents.

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D. Division One: Coordinate and assist in the preparation of all requirements of

Division One and specifically as follows:

1. Cutting and Patching: Supervise and control all cutting and patching of other trades' work.

2. Project Meetings: Schedule and preside at all project meetings.

3. Construction Schedules: Assist in preparation of all construction schedules. Supervise work to monitor compliance with schedules.

4. Shop Drawings, Product Data and Samples: Maintain copies of all submittals required by the Project Manual.

5. Schedule of Values: Assist in preparation and be knowledgeable of each entry in the Schedule of Values.

6. Testing: Coordinate all required testing.

7. Temporary Facilities and Controls: Allocate, maintain and monitor all temporary facilities.

8. Project Closeout: Conduct final inspections and assist in collection and preparation of closeout documents.

9. Cleaning: Direct and execute a continuing cleaning program throughout construction, requiring each trade to dispose of their debris.

10. Project Record Documents: Maintain up-to-date project record documents.

11. Enforce all safety requirements.

E. Changes: Recommend and assist in the preparation of requests to the Architect for any changes in the Contract.

F. Application for Payment: Assist in the preparation and be knowledgeable of each entry in the Application and Certificate for Payment.

1.03 SUBCONTRACTOR'S DUTIES:

A. The Subcontractor is responsible to coordinate and supervise his employees in the work accomplished under his part of the Contract.

B. Schedules: Conduct work to assure compliance with construction schedules.

C. Suppliers: Transmit all instructions to his material suppliers.

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D. Cooperation: Cooperate with Project Coordinator and other Subcontractors.

1.04 CUTTING AND PATCHING:

A. Avoid unnecessary cutting and patching by careful coordination of the work.

B. Execute necessary cutting, fitting, or patching of work where required to:

1. Make several parts fit properly.

2. Uncover work to provide for installation of ill-timed work.

3. Remove and replace defective work.

4. Remove and replace work not conforming to Contract requirements.

5. Install new work and provide required alterations in existing buildings.

C. In addition to Contract requirements, upon Architect’s written instructions:

1. Uncover work for observation of covered work.

2. Remove samples of installed materials for testing.

D. Do not endanger any work by cutting or altering.

E. Payment for Costs: Costs caused by ill-timed or defective work or work not conforming to Contract Documents will be borne by party responsible for ill-timed, rejected or non-conforming work.

PART 2 - PRODUCTS

2.01 MATERIALS FOR CUTTING AND PATCHING:

A. Materials for replacement of work removed: Comply with specifications for type of work to be done. Match existing materials when patching existing surfaces.

PART 3 – EXECUTION

3.01 CUTTING AND PATCHING:

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A. General:

1. Inspection: Inspect existing conditions of work, including elements subject to movement or damage during cutting and patching.

2. Preparation Prior to Cutting: Provide shoring, bracing and support as required to maintain structural integrity of project. Provide protection for other portions of project and protection from the elements.

3. Performance:

a. Execute cutting methods which prevent damage to other work and will provide surfaces to receive installation of repairs and new work.

b. Execute excavating and backfilling by methods which prevent damage to other work and prevent settlement.

c. Restore work which has been cut or removed; install new products to provide complete work in accordance with requirements of the Contract Documents.

d. Refinish entire surfaces as necessary to provide an even finish.

Refinish continuous surfaces to the nearest intersection and assemblies entirely.

e. Perform all patching in the existing buildings to match and blend with the existing finishes to avoid any conspicuous evidence of the operation.

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SECTION 01050 - FIELD ENGINEERING

1.01 OWNER'S RESPONSIBILITY:

A. Establish bench mark on or near site.

1.02 CONTRACTOR'S RESPONSIBILITY:

A. Establish and maintain as needed for construction operations:

1. Location of buildings and other improvements on site.

2. Grades, lines, levels, and supplemental bench marks.

B. Timely verification of elevations, existing details and dimensions to avoid misfits and identify conflicts.

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SECTION 01060 – REGULATORY REQUIREMENTS

1.01 STANDARDS AND CODES:

A. References to standards, codes, specifications, recommendations and regulations refer to the latest edition or printing prior to the date of issue of the Project Specifications, unless otherwise indicated.

B. Applicable portions of standards listed that are not in conflict with provisions of the Contract Documents are fully incorporated in the Contract Documents by reference.

C. All work shall comply with the 2006 edition of the International Building Code published by the International Code Council.

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SECTION 01068 - DEFINITIONS AND STANDARDS

1.01 RELATED DOCUMENTS:

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification sections, apply to work of this section.

1.02 DEFINITIONS:

A. General Explanation: A substantial amount of specification language constitutes definitions for terms found in other contract documents, I including 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 this article. Definitions and explanations of this section are not necessarily either complete or exclusive, but are general for the work to extent not stated more explicitly in another provision of contract documents.

B. General Requirements: The provisions or requirements of Division-1 sections. General Requirements apply to entire work of Contract and, where so indicated, to other elements which are included in the project.

C. Indicated: The term "Indicated" is a cross-reference to graphics, notes or schedules on drawings, to other paragraphs or schedules in the specifications, and to similar means of recording requirements in contract documents. Where terms such as "shown", "noted", "scheduled", and "specified" are used in lieu of "indicated", it is for purpose of helping reader locate 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", "selected", "approved", "required", "accepted", and "permitted" mean "directed by Architect/Engineer", "requested by Architect/Engineer", etc. However, no such implied meaning will be interpreted to extend Architect's responsibility into Contractor's area of construction supervision.

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

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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 describe 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 Contractor or its subcontractor or subcontractor for performance of a particular unit of work at 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 (if required) interpret results of those inspections or tests.

1.03 SPECIFICATION EXPLANATIONS:

A. 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 establishes different or conflicting minimums or 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 contract documents (not by way of reference to an industry standard) clearly indicates 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 Architect for a decision before proceeding.

B. 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.

C. 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 otherwise 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

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D. Specialists; Assignments: In certain instances, specification text requires

(or at least implies) 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 (and are not intended to interfere with) normal application of regulations, union jurisdictions and similar conventions. One purpose of such assignments is to establish which party or entity involved in a specific unit of work is recognized as "expert" for indicated construction processes or operations. Nevertheless, final responsibility for fulfillment of entire set of requirements remains with Contractor.

E. Trades: Except as otherwise indicted, the use of titles such as

"carpentry" in specification text, implies neither that the work must be performed by an accredited or unionized tradespeople of corresponding generic name (such as "carpenter"), nor that specified requirements apply exclusively to work by trades people of that corresponding generic name.

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

B. M/E Drawings: Graphic symbols used on mechanical/electrical drawings are generally aligned with symbols recommended by ASHRAE, supplemented by more specific symbols were appropriate as recommended by other recognized technical associations including ASME, ASPE, IEEE, and similar organizations. Refer instances of uncertainty to Architect/Engineer for clarification before proceeding.

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1.05 INDUSTRY STANDARDS:

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

B. Referenced 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.

C. 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. 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.

D. Copies of Standards: Provide where needed for proper performance of the work; obtain directly from publication sources. Abbreviations and Names: Where acronyms or abbreviations are used in specifications or other contract documents, they are defined to mean the industry recognized name of trade association, standards generating organization, governing authority or other entity applicable to context of text provision. Refer to "Encyclopedia of Associations," published by Gale Research Co., available in large libraries.

1.06 GOVERNING REGULATIONS/AUTHORITIES:

A. General: The procedure followed by Architect has been to contact governing authorities where necessary to obtain information needed for the purpose of preparing contract documents; recognizing that such information may or may not be of significance in relation to Contractor's responsibilities for performing the work. Contact governing authorities directly for necessary information and decision having a bearing on the performance of the work including but not limited to facilities to protect the public during construction.

PART 2 - PRODUCTS (not applicable)

PART 3 - EXECUTION (not applicable)

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SECTION 01100 - ALTERNATES

A. Scope: This section describes the changes to be made under each additive alternate. This alternate is additive and is added to the work included under the Base Bid.

B. General: The applicable specification sections contain the pertinent requirements for materials and methods to achieve the work described herein. Coordinate related work and modify surrounding work as required to complete the project under each Alternate designated in the Contract.

1.02 DESCRIPTION OF ALTERNATES:

A. Additive Alternate Number One:

1. Add New Communications Upgrade to existing Guard Shack Pedestal.

Refer to Sheet E101.

B. Additive Alternate Number Two:

2. New perimeter fence, gates and hardware as specified in Section

02831. See Unit Prices below.

1.03 DESCRIPTION OF UNIT PRICES:

A. 6’-0” Chain-link fence installed per linear foot:

1. Dollars and Cents

Figures

B. 3’-0” gate and hardware for sum of:

2. Dollars and Cents

Figures

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SECTION 01200 – PROJECT MEETINGS

A. Pre-Construction Meeting: A Pre-Construction Meeting will be held within fifteen (15) days after date of "Notice to Proceed."

1. Attendance:

a. Owner

b. Architect and his consultants

c. General Contractor

d. Major Subcontractors, including Mechanical and Electrical

2. Minimum Agenda:

a. Distribution and discussion of list of major Subcontractors and construction schedule

b. Critical work sequencing

c. Designation of responsible personnel

d. Procedures for maintaining record documents

e. Use of premises, including office and storage areas

f. Owner's requirements

g. Security procedures

h. Housekeeping procedures

i. Establishment of time and place of monthly meetings.

B. Progress Meetings:

1. A minimum of one regularly scheduled meeting per month will held at the location as designated by Architect.

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2. Other Meetings will be held as progress of work dictates.

3. Attendance:

a. Owner

b. Architect and his Consultants

d. Subcontractors as pertinent to the agenda

4. Minimum Agenda:

a. Review work progress since last meeting

b. Note field observations, problems and decisions

c. Identify problems which impede planned progress

d. Review off-site fabrication problems

e. Review and establishment of allowable "rain days" for proceeding month

f. Revise construction schedule as indicated

g. Plan progress during the next work period

h. Review proposed changes

i. Complete other current business

5. Meeting Management:

a. Monthly meetings will be the responsibility of the Contractor to coordinate dates, location and attendance. Contractor is to set up an attendance roster with contact information (phone, fax or email) and notify each attendee 7 days prior to the scheduled meeting. Agenda list will be reviewed by the Contractors Project Coordinator and each item will be opened for discussion as necessary. Meeting notes will be taken by the Contractors Project Coordinator, typed and distributed to all attendees within 7 days following the meeting.

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SECTION 01300 - SUBMITTALS

A. Provide Schedule of Values allocated to the various portions of the work.

B. Provide current construction schedules for the entire work.

C. Submit, and update as needed, an estimated progress payment schedule for

Owner's use in planning investment of project funds.

1.02 SCHEDULE OF VALUES:

A. Submit a Schedule of Values to the Architect at least ten days prior to submitting first Application for Payment. Upon Architect's request, support the values given with data substantiating their correctness. Use Schedule of Values only as basis for Contractor's Application for Payment.

B. Form of Submittal: Submit typewritten Schedule of Values on AIA Document

G702 and G703 using Table of Contents of this Specification as basis for format for listing costs of work for sections under Divisions 2 - 16. Identify each line item with number and title as listed in Table of Contents of this Specification.

C. Preparing Schedule of Values:

1. Itemize separate line item cost for each of the following general cost items: Performance and Payment Bonds, field supervision and layout, and temporary facilities and controls.

2. Itemize separate line item cost for work required by each section of this

Specification. Break down installed cost with overhead and profit.

3. For each line item which has installed value of more than $20,000, break down costs to list major products or operations under each item, rounding figures to nearest dollar. Make sum of total costs of all items listed in schedule equal to total Contract Sum.

D. Review and Resubmittal: After Architect's review, if requested, revise and resubmit Schedule until accepted.

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1.03 CONSTRUCTION SCHEDULES:

A. Provide projected construction schedules for entire work and revise periodically.

B. Form of Schedules: Prepare in form of horizontal bar chart.

1. Provide separate horizontal bar column for each trade or operation.

2. Order: Table of Contents of Specifications.

3. Identify each column by major specification section number.

4. Horizontal Time Scale: Identify first work day of each week.

5. Scale and Spacing: To allow space for updating.

C. Contents of Schedules:

1. Provide complete sequence of construction by activity.

2. Indicate dates for beginning and completion of each stage of construction.

3. Show projected percentage of completion for each item of work as of first day of each month.

D. Updating:

1. Show all changes occurring since previous submission of updated schedule.

2. Indicate progress of each activity and completion dates.

E. Submittals:

1. Submit initial schedules to the Architect within fifteen (15) days after date of Notice to Proceed.

2. Submit to Architect, periodically updated schedules accurately depicting progress to first day of each month.

3. Submit two (2) copies, one to be retained by the Architect and the other forwarded to the Owner.

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1.04 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES:

A. Submit to Architect, shop drawings, product data, and samples required by specification sections.

B. Shop Drawings: Original drawings prepared by Contractor, Supplier or

Distributor which illustrate some portion of the work; showing fabrication, layout, setting or erection details.

1. Prepared by qualified detailer.

2. Identify details by reference to sheet and detail numbers shown on

Contract Drawings.

3. Minimum sheet size: 8 1/2" X 11".

4. Reproductions for Submittals: Photo copy or opaque Diazo print for up to 11" X 17". Transparent sepia plus opaque Diazo print for larger sizes.

C. Product Data:

1. Manufacturer's standard schematic drawings: Modify drawings to delete information which is not applicable to the project. Supplement standard information to provide additional information applicable to project.

2. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data:

Clearly mark each copy to identify pertinent materials, products or models. Show dimensions and clearances required. Show performance characteristics and capacities, wiring diagrams and controls.

D. Samples: Physical examples to illustrate materials, equipment or workmanship and to establish standard by which completed work is judged.

1. Office Samples: Of sufficient size and quantity to clearly illustrate functional characteristics of products or material with integrally related parts and attachment devices and full range of color samples. After review, samples remain in possession of the Architect until completion of the construction project.

2. Field Samples and Mock-Ups: Erect on project site at location acceptable to Architect. Construct each sample or mock-up complete, including work of all trades required in finished work.

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E. Contractor Responsibilities:

1. Review shop drawings, product data and samples prior to submission.

2. Verify field measurements, field construction criteria and catalog numbers and similar data.

3. Coordinate each submittal with requirements of work and of Contract

Documents.

4. Contractor's responsibility for errors and omissions in submittals is not relieved by the Architect’s review of submittals.

5. Contractor's responsibility for deviations in submittals from requirements of Contract Documents is not relieved by Architect’s review of submittals unless Architect gives written acceptance of specific deviations.

6. Notify Architect in writing at the time of submission, of deviations in submittals from requirements of Contract Documents.

7. Begin no work requiring submittals until the return of submittals bearing

Architect's stamp and initials or signature, indicating review.

8. After Architect's review, distribute copies.

F. Submission Requirements:

1. Schedule submission with ample time before dates reviewed submittals will be needed.

2. Submit number of copies of shop drawings and product data up to 11" X

17" in size, which Contractor requires for distribution, plus one copy to be retained by Architect and one copy for Consulting Engineer for Divisions 3, 5, l5 and 16. Submit one transparent sepia and one opaque copy for larger sizes.

3. Submit number of samples specified in each of the specification sections.

4. Accompany submittals with transmittal letter, containing date, project title and number, Contractor's name and address, the number of each shop drawing, product data and sample submitted, notification of deviations from Contract Documents, and other pertinent data.

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5. Submittals shall include:

a. Date and revision dates.

b. Project title and number.

c. The names of: Architect (& Engineer where applicable), Contractor, supplier, manufacturer and separate detailer, where pertinent.

d. Identification of product or material.

e. Relation to adjacent structure or materials.

f. Field dimensions, clearly identified as such.

g. Specification section number.

h. Applicable standards, such as ASTM number or Federal

Specification.

i. A blank space 2" X 4 “ for Architect’s stamp.

j. Identification of deviations from Contract Documents.

k. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with

G. Resubmission Requirements:

1. Shop Drawings: Revise initial drawings as required and resubmit as specified for initial submittal. Indicate on drawings, any changes which have been made other than those required by Architect.

2. Product Data and Samples: Submit new data and samples as required for initial submittal.

H. Distribution of Submittals after Review:

1. Distribute copies of shop drawings and product data which carry

Architect's stamp to: Contractor's file, Job Site file, Subcontractor, Supplier and Fabricator. Make necessary number of prints of transparent sepia for distribution.

2. Distribute samples as directed.

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I. Architect's Duties:

1. Review submittals with reasonable promptness.

2. Review for design concept of project and information given in Contract

Documents.

3. Review of separate item does not constitute review of an assembly in which item functions.

4. Affix stamp and initials or signature certifying to review of submittal.

5. Return submittals to contractor for distribution. Only the sepia will be returned for larger size submittals.

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SECTION 01400 – QUALITY CONTROL

A. Contractor shall monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship to produce work of specified quality. Comply fully with manufacturers' instructions, including each step in sequence. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

B. Comply with specified standards as a minimum quality for the Work, except when more stringent tolerances, codes or specified requirements indicate higher standards or more precise workmanship. Perform work by persons qualified to produce workmanship of specified quality. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement.

C. Contractor shall install field samples at the site as required by individual specifications Sections for review by the Architect or Owner.

1. Acceptable samples represent a quality level for the Work.

2. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Architect.

D. Tests will be performed under provisions identified in this Section.

1. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals and finishes.

2. Where mock-up is specified in individual Sections to be removed, clear area after mock-up has been accepted by the Architect.

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SECTION 01410 – TESTING AND LABORATORY SERVICES

A. The Contractor will employ and pay for the services of an independent laboratory to perform specified services.

1. The Contractor shall submit for approval by Architect and Owner, prior to start of Work, Independent Testing Laboratory name, address, telephone number and names of full time registered Engineer and responsible officer.

B. Inspection, Sampling and Testing is required for sections in the following

Divisions:

1. Division 3 - Concrete and Division 2 Site Work

2. Others as determined by the Architect during the progress of the work.

C. Laboratory's Duties:

1. Upon notice, cooperate with Contractor to promptly provide qualified personnel. Perform specified inspections, sampling and testing of material and methods of construction to ascertain compliance with requirements of Contract Documents. Promptly notify Architect and Contractor of irregularities or deficiencies of work observed during performance of services.

2. Promptly prepare reports of inspections and tests, including:

a. Date issued

b. Project title and number

c. Testing laboratory, name and address

d. Name and signature of inspector

e. Date of inspection or sampling

f. Record of temperature and weather

g. Date of test

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h. Identification of product and specification section

i. Location in project

j. Type of inspection or test

k. Observations regarding compliance with Contract Documents.

3. Promptly distribute copies of reports of inspections and tests to:

a. Architect

b. Consulting Engineer, when pertinent

d. Subcontractor, when pertinent

D. Contractor's Responsibilities:

1. Cooperate with laboratory personnel to provide access to work and to manufacturer's operation. Provide to laboratory in required quantities preliminary representative samples of materials to be tested. When required, furnish copies of mill test reports. Furnish to laboratory, casual labor to obtain and handle samples at the site and to facilitate inspections and tests. Provide facilities for laboratory's exclusive use for storage and curing of concrete test samples. Notify laboratory sufficiently in advance of operations to allow for his assignment of personnel and scheduling of tests.

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SECTION 01500 – CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

A. Work required under this section consists of all temporary construction facilities, services and related items to complete the Project indicated on the Drawings and described in the Project Manual. Some requirements are set forth herein.

B. Standards:

1. Refer to Section 00700 - General Conditions, Article 10.1.1.

C. Materials: All materials required by the work of this section shall be as specified in the respective sections.

1.02 FACILITIES AND CONTROLS:

A. Access: The Contractor shall provide an adequate access and/or roads to the site of the structure if required for the prosecution of work. He shall, also, provide and maintain at least one temporary or permanent access to each working elevation to be permanently occupied.

B. Hoisting Facilities: The Contractor shall be responsible for providing suitable capacity and hoisting facilities for all people and materials.

C. Field Office and Sheds: At all times, the Contractor shall provide and maintain weatherproof office, with telephone, at a location approved by the Architect, for the Contractor's use and that of his Subcontractors and the Architect. He shall provide suitable watertight and damp proof sheds to house construction materials.

D. Drinking Water: The Contractor shall provide drinking water facilities for all workmen on the job, including icing when required, paper cups, etc., all maintained in a sanitary condition.

E. Fire Protection: The Contractor will provide general temporary fire protection requirements. Subcontractors will be responsible for their own specialty requirements.

F. Storage: The Contractor shall coordinate the allocation of storage areas to the various Subcontractors.

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G. Temporary Heat: The Contractor shall provide heat, fuel, and services as necessary to protect all work from dampness and cold until final acceptance. If, in the stages of the construction, mechanical and electrical installations will permit, the mechanical and electrical facilities may be used to provide heat and ventilation. However, the Owner is saved harmless of responsibility as to acceptance of mechanical and/or electrical installations.

H. Project Sign:

1. The Contractor shall erect at each site on adequate supports, and maintain during the construction period, one neatly constructed and painted 3/4" thick plywood sign approximately 4' X 8'. Architect will provide colors, lettering, layout and location of sign.

2. No other signs shall be displayed on the job site without permission of the Architect. The display of sign advertisements is strictly prohibited.

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SECTION 01630 – SUBSTITUTIONS AND PRODUCT OPTIONS

PART 1 - GENERAL:

A. To set forth the procedure and conditions for substitutions and to give the product options available to the contractor.

1.02 PRODUCTS LIST:

A. Within thirty 30 days after date of contract, submit to architect five (5) copies of complete list of all products which are proposed for installation.

B. Tabulate list by each specification section.

C. For products specified under reference standards, include with listing of each product:

1. Name and address of manufacturer.

2. Trade name.

3. Model or catalog designation.

4. Manufacturer's data.

5. Performance and test data.

6. Reference standards.

1.03 CONTRACTOR'S OPTIONS:

A. For products specified only by reference standards, select any product meeting standards, by any reputable manufacturer.

B. For products specified by naming several products or manufacturers, select any product and manufacturer named.

C. For product specified by naming one or more products, but indicating the option of selecting equivalent products by stating "or equal", or "or approved equal" after specified product, Contractor must submit request, as required for substitution, for any product not specifically named.

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D. Where more than one manufacturer's product is specified for one use, the Drawings have been prepared for the one listed first; and building adjustments may be necessary to accommodate the others. The Contractor will be responsible for any changes in the building construction required because of product selection, and shall make any such changes to the satisfaction of the Architect without additional cost to the Owner.

1.04 SUBSTITUTIONS:

A. Procedure for submitting substitutions shall be as follows:

1. Items followed by the words "or approved equal": Submit requests for approval to Architect at least seven (7) days prior to bid date. Use only those approved in writing prior to bid date.

2. Items qualified by words "or equal" or "equal to": Unless otherwise specified in other Specification Sections, submit substitutions to Architect for approval at any time before purchase, but not more than 30 days after date of Agreement.

B. Submit five (5) copies of requests for substitution. For substitutions requiring approval prior to bidding, submit copy to Engineer, where relevant, at same time copies are submitted to Architect. Include in request:

1. Complete data substantiating compliance of proposed substitutions with

2. For Products:

a. Product identification, including manufacturer's name and address.

b. Manufacturer's literature: Product description, performance and test data and required standards. Safety Data Sheets where required.

c. Samples.

d. Name and address of similar projects on which product was used and date of installation.

3. For Construction Methods:

a. Detailed description of proposed method.

b. Drawings illustrating methods.

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4. Itemized comparison of proposed substitution with product or method specified.

5. Data relating to changes in construction schedule.

6. Accurate cost data on proposed substitution in comparison with product or method…