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HomeMy WebLinkAboutProject Manual Vol 1 PROJECT MANUAL Construction Documents CARMEL CLAY SCHOOLS Carmel, Indiana ADDITIONS AND RENOVATIONS TO MAIN TRANSPORATION CENTER TSC PROJECT NO. 216120 ARCHITECT PROJECT NO. 216060.00 Divisions 0 & 1 TSC 216120 Title Page 00 01 00 PROJECT MANUAL VOLUME I PROJECT: Additions and Renovations to Main Transportation Center 5185 East Main Street Carmel, IN 46033 TSC PROJECT NO.: 216120 A/E PROJECT NO.: 216060.00 OWNER: Carmel Clay Schools 5201 E. Main Street Carmel, IN 46033 ARCHITECT/ENGINEER: Fanning/Howey Associates, Inc DATED: January 4, 2017 PRE-BID CONFERENCE/SITE EXAMINATION: January 20, 2017 2:00 PM 5185 E. Main, Carmel, IN 46033 BIDS RECEIVED: February 9, 2017 1:30 PM BIDDERS' CONTACTS: ARCHITECT/ENGINEER: Fanning/Howey Associates, Inc. 9025 N. River Road, Suite 200 Indianapolis, IN 46240 Project Architect: Andy Miller Phone: 317-848-0966 CONSTRUCTION MANAGER: THE SKILLMAN CORPORATION 3834 S. Emerson Avenue Indianapolis, IN 46203 Project Manager: Mike Hennessy Phone: 317-788-5137 TSC 216120 Table of Contents Section 00 00 20-1 TABLE OF CONTENTS INTRODUCTORY INFORMATION 00 00 10 – Title Page 00 00 20 – Table of Contents 00 01 01 - Architect’s Certification Page DIVISION 0 - BIDDING REQUIREMENTS, CONTRACTOR FORMS AND CONDITIONS OF THE CONTRACT Section 00 02 00 Notice to Bidders 00 10 00 Instructions to Bidders 00 20 00 Information Available to Bidders 00 26 00.00 Procurement Substitution Procedures 00 26 00.01 Substitution Request Form 00 30 50 Bidder Reminder List 00 31 00 Bid Form 00 37 00 Standard Forms 00 41 00 Bid Bond 00 43 50 Subcontractors and Products List 00 50 00 Standard Form of Agreement 00 61 00 Performance Bond and Payment Bond 00 70 00 Amended General Conditions 00 82 00 Schedule of Insurance Requirements 00 82 50 Escrow Agreement DIVISION 1 - GENERAL REQUIREMENTS Section 01 12 00 Multiple Contract Summary 01 21 00 Allowances 01 23 00 Alternates 01 25 00 Contract Modification Procedures 01 28 00 Schedule of Values 01 29 00 Application for Payment 01 31 00 Project Meetings 01 32 00 Schedules and Reports 01 33 00.00 Submittal Procedures 01 33 00 03 Digital Data Transmittal 01 40 00 Quality Requirements 01 45 10 Testing Laboratory Services 01 50 50 Temporary Facilities and Controls 01 51 10 Temporary Electricity, Lighting and Warning Systems 01 51 30 Temporary Heating, Ventilation and Cooling 01 51 50 Temporary Water TSC 216120 Table of Contents Section 00 00 20-2 01 51 60 Temporary Sanitary Facilities 01 51 80 Temporary Fire Protection 01 52 10 Construction Aids and Temporary Enclosures 01 52 60 Rubbish Container 01 53 10 Fences (Temporary Security) 01 53 20 Tree and Plant Protection 01 53 30 Barricades 01 54 60 Environment Protection 01 54 80 Utility Protection 01 55 00 Access Roads and Parking Areas 01 56 20 Dust Control 01 56 30 Water Control 01 56 80 Erosion Control 01 56 90 Housekeeping and Safety 01 59 20 Offices and Sheds 01 60 00.00 Product Requirements 01 71 50 Final Cleaning 01 72 00 Field Engineering 01 72 50 Work Layout 01 73 29 Cutting and Patching 01 77 00 Contract Closeout DIVISION 02: EXISTING CONDITIONS Section 02 41 19 Selective Demolition DIVISION 03: CONCRETE Section 03 06 30.01 Concrete Schedule 03 06 30.03 Concrete Mix Design Submittal 03 30 00 Cast-in-Place Concrete DIVISION 04: MASONRY Section 04 20 00 Unit Masonry DIVISION 05: METALS Section 05 12 00 Structural Steel Framing 05 50 00 Metal Fabrications DIVISION 06: WOODS, PLASTICS, AND COMPOSITES Section 06 10 00 Rough Carpentry 06 41 16 Plastic-Laminate-Faced Architectural Cabinets 06 61 16 Solid Surface Fabrications TSC 216120 Table of Contents Section 00 00 20-3 DIVISION 07: THERMAL AND MOISTURE PROTECTION Section 07 21 00 Thermal Insulation 07 84 13 Penetration Firestopping 07 84 43 Joint Firestopping 07 92 00 Joint Sealants DIVISION 08: OPENINGS Section 08 11 13 Hollow Metal Doors and Frames 08 13 16 Aluminum Doors 08 14 16 Flush Wood Doors 08 16 13 Fiberglass Doors 08 31 13 Access Doors and Frames 08 33 23 Overhead Coiling Doors 08 41 13 Aluminum-Framed Entrances and Storefront Framing 08 42 26 All-Glass Entrances 08 51 13 Aluminum Windows 08 62 23 Tubular Skylight 08 71 00 Door Hardware 08 80 00 Glazing DIVISION 09: FINISHES Section 09 21 16 Gypsum Board Assemblies 09 30 00 Tiling 09 51 13 Acoustical Panel Ceilings 09 54 23 Linear Metal Ceilings 09 65 13 Resilient Base and Accessories 09 65 19 Resilient Tile Flooring 09 68 13 Tile Carpeting 09 91 23.61 Interior Painting/Repainting 09 96 00 High-Performance Coatings 09 96 63 Interior Finish System 09 97 23 Concrete and Masonry Coatings DIVISION 10: SPECIALTIES Section 10 11 00 Visual Display Units 10 22 13 Wire Mesh Partitions 10 28 00 Toilet, Bath, and Laundry Accessories 10 41 16 Lock Box 10 44 13 Fire Extinguisher Cabinets 10 44 16 Fire Extinguishers 10 57 00 Wardrobe and Closet Specialties TSC 216120 Table of Contents Section 00 00 20-4 DIVISION 11: EQUIPMENT NOT USED DIVISION 12: FURNISHINGS Section 12 21 16 Vertical Louver Blinds 12 24 13 Roller Window Shades 12 48 13 Entrance Floor Mats and Frames DIVISION 13: SPECIAL CONSTRUCTION Section 13 34 19.00 Metal Building Systems 13 34 19.01 Guarantee Form DIVISION 21: FIRE SUPPRESSION Section 21 05 00 Common Work Results for Fire Suppression 21 10 00 Water-Based Fire Suppression Systems DIVISION 22: PLUMBING Section 22 00 02 Work in Existing Buildings 22 05 00 Common Work Results for Plumbing 22 05 23 General-Duty Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 00 Plumbing Insulation 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties 22 13 16 Sanitary, Waste, and Vent Piping System 22 40 00 Plumbing Fixtures DIVISION 23: HEATING, VENTILATING, AND AIR CONDITIONING Section 23 01 30 HVAC Air Duct Cleaning 23 05 00 Common Work Results for HVAC 23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 00 HVAC Insulation 23 23 00 Refrigerant Piping 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 34 23 HVAC Power Ventilators 23 37 13 Diffusers, Registers, and Grilles 23 37 23 HVAC Gravity Ventilators TSC 216120 Table of Contents Section 00 00 20-5 23 62 00 Packaged Compressor and Condenser Units 23 72 00 Air-to-Air Energy Recovery Equipment 23 82 19 Fan Coil Units 23 82 25 Variable Refrigerant Volume – VRV 23 82 26 Variable Refrigerant Volume (VRV) HVAC System Advanced Multi-Zone Controller 23 82 33 Convectors 23 82 39 Unit Heaters DIVISION 26: ELECTRICAL Section 26 00 05 Electrical Demolition 26 00 50 General Electrical Requirements 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Conduit and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 48 Vibration and Seismic Controls for Electrical Systems 26 05 53 Identification for Electrical Systems 26 09 23 Lighting Control Devices 26 22 00 Low-Voltage Transformers 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 16 Enclosed Switches and Circuit Breakers 26 29 13 Enclosed Controllers 26 51 00 Interior Lighting 26 56 00 Exterior Lighting DIVISION 27: COMMUNICATIONS Section 27 01 00 Operation and Maintenance of Communications Systems 27 05 00 Common Work Results for Communications 27 05 28 Pathways for Communications Systems 27 05 53 Identification for Communications Systems 27 15 15 Communications Copper Horizontal Cabling 27 15 15TM Manufacturers Material List DIVISION 31: EARTHWORK Section 31 10 00 Site Clearing 31 20 00 Earth Moving 31 25 00 Erosion Control 31 32 00 Geotextiles TSC 216120 Table of Contents Section 00 00 20-6 DIVISION 32: EXTERIOR IMPROVEMENTS Section 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 13 73 Concrete Paving Joint Sealants 32 31 13 Chain Link Fences and Gates DIVISION 33: UTILITIES Section 33 41 00 Storm Utility Drainage Piping END OF SECTION 00 00 20 216060.00 CERTIFICATIONS PAGE 00 01 05-1 CERTIFICATIONS PAGE TITLE AND LOCATION OF THE WORK Additions and Renovations to Main Transportation Center 5185 East Main Street Carmel, Indiana 46033 NAME AND ADDRESS OF OWNER Carmel Clay Schools Educational Services Center 5201 East 131st Street Carmel, Indiana 46033 NAME AND ADDRESS OF ARCHITECTS/ENGINEERS Fanning/Howey Associates, Inc. 9025 North River Road Suite 200 Indianapolis, IN 46240 I hereby certify that the Project Drawings and the Project Manual were prepared by me or under my direct supervision and that I am a duly registered Architect/Engineer under the Laws of the State of Indiana. FANNING/HOWEY ASSOCIATES, INC. ARCHITECTS/ENGINEERS Date: January 21, 2016 216060.00 CERTIFICATIONS PAGE 00 01 05-2 ©Fanning/Howey Associates, Inc. 2016, All Rights Reserved. No portion of these drawings, specifications or contact documents may be reproduced, transformed, recast, or otherwise copied – specifically including scanning or other digitizing means – without the prior written consent of Fanning/Howey Associates, Inc. These drawings, specifications, or contract documents may be used only in connection with the construction project identified thereon and then only in accordance with the architectural and building contracts then in force. No other use of these drawings, specifications, or contract documents may be made without the prior written consent of Fanning/Howey Associates, Inc. END OF CERTIFICATION PAGE TSC 216120 Notice to Bidders Section 00 02 00-1 SECTION 00 02 00 - NOTICE TO BIDDERS NOTICE TO BIDDERS Notice is hereby given that sealed bids will be received: By: Carmel Clay Schools 5201 E. Main Street Carmel, IN 46033 For: Additions and Renovations to Main Transportation Center 5185 East Main Street Carmel, IN 46033 At: Carmel Clay Schools Education Services Center 5201 E. 131st St. Carmel, IN 46033 Until: 1:30 PM, February 9, 2017 Bid Opening: Bids will be publicly opened and read aloud at 1:30 PM in the Education Service Center. All work for the complete construction of the Project will be under one or more prime contracts with the Owner based on bids received and on combinations awarded. The Construction Manager will manage the construction of the Project. Construction shall be in full accordance with the Bidding Documents which are on file with the Owner and may be examined by prospective bidders at the following locations: Office of the Construction Manager The Skillman Corporation 3834 S. Emerson Avenue, Building A Indianapolis, IN 46203 Office of the Architect Fanning/Howey Associates, Inc. 9025 N. River Road, Suite 200 Indianapolis, IN 46240 Office of the Owner Carmel Clay Schools 5201 E. 131st Street Carmel, IN 46033 The Skillman Plan Room www.skillmanplanroom.com TSC 216120 Notice to Bidders Section 00 02 00-2 Prime and Non-Prime Contract Bidders must place an order on www.skillmanplanroom.com to be able to download documents electronically or request printed documents. There is no cost for downloading the bidding documents. Bidders desiring printed documents shall pay for the cost of printing, shipping and handling. Reprographic Services are provided by: Eastern Engineering 9901 Allisonville Road, Fishers, IN 46038, Phone 317-598-0661 or WAGE SCALE: Wage Scale does not apply to this project. A Pre-Bid Conference will be held on January 20, 2017 at 2:00 PM, local time, at 5185 E. Main, Carmel, IN 46033. Attendance by bidders is optional, but recommended, in order to clarify or answer questions concerning the Drawings and Project Manual for the Project. Bid security in the amount of ten percent (10%) of the Bid must accompany each Bid in accordance with the Instructions to Bidders. The successful Bidders will be required to furnish Performance and Payment Bonds for one hundred percent (100%) of their Contract amount prior to execution of Contracts. Contractors submitting bids for the performance of any Work as specified in this building Project should make such Bids to Carmel Clay Schools. Contractors are advised that the Contract as finally entered into with any successful Bidder may be entered into with either the School Corporation or the Building Corporation or certain portions of the Contract may be entered into by both the School Corporation and the Building Corporation. The Owner reserves the right to accept or reject any Bid (or combination of Bids) and to waive any irregularities in bidding. All Bids may be held for a period not to exceed 60 days before awarding contracts. Carmel Clay Schools By: Secretary, Board of School Trustees END OF SECTION 00 02 00 TSC 216120 Instructions to Bidders Section 00 10 00-1 SECTION 00 10 00 - INSTRUCTIONS TO BIDDERS To be considered, bids must be submitted in accordance with these Instructions to Bidders. PART 1 - GENERAL General Information Notes A. Definitions set forth in the amended General Conditions of the Contract for Construction, In Section 00 70 00, are applicable to these Instructions to Bidders. B. Communications for the administration of the Contract shall be as set forth in the amended General Conditions and, in general, shall be through the Construction Manager. 1.01 DOCUMENTS A. Prime Bidders shall obtain complete sets of Bidding Documents at www.skillmanplanroom.com. B. Non-Prime Bidders may select individual sheets. Non-Prime Bidders shall identify sheets requested. The Construction Manager/Architect shall not be responsible for choosing correct sheets for Non-Prime Bidders. C. Failure to Execute Contract Documents: In the event the Bidder withdraws the bid or fails to execute a satisfactory Contract and furnish a satisfactory Contract Performance Bond and Payment Bond with a surety company in accordance with Article 1.16 of these Instructions to Bidders within 10 days after a contract has been awarded to the Bidder may forfeit their bid security required herein. 1.02 BIDDERS' EXAMINATION AND REPRESENTATION A. Before submitting a bid, each Bidder should carefully examine the Documents and the construction site and fully inform himself with the limitations and conditions related to the Work included in his bid and shall include in his Bid a sum to cover the cost of such items. Contractors will not be given extra payments for conditions, which could have been determined by examining the site and the documents. B. It is the purpose and intent of the Contract Documents that a fully complete job be accomplished. It shall be each Bidder's responsibility to include costs necessary to provide labor and materials for that portion of the Work bid upon, including incidentals, whether or not specifically required in the Specifications and Drawings. C. Each Bidder by making his bid represents that he has read and understands the bidding documents. TSC 216120 Instructions to Bidders Section 00 10 00-2 D. Each Bidder by making his Bid represents that he has visited the site and familiarized himself with the local conditions under which the Work shall be performed. E. Each Bidder shall be responsible for being completely familiar with the work of other bid package(s), which require interface of Work with the bid package(s) on which the Bidder is bidding. F. No allowance shall be subsequently made in behalf of a Bidder by reason of an error or oversight on its part resulting from its failure to so examine the Construction Documents for the other trades. G. Each Bidder understands that past acceptance of products does not assure acceptance on this Project. Products not specifically specified require requests for approval prior to bid due date. H. This is a construction management project. There is no General Contractor. All Contractors on this Project are considered Prime Contractors. The Owner will award separate Contracts for all Bid Categories involved in the Project. The Project will be managed and coordinated by the Construction Manager, as a representative of the Owner. I. Safety Program. Each Contractor and subcontractor is responsible for the safety and security of employees and Work areas under their control and will, therefore, provide a written safety and HAZCOM program to The Skillman Corporation for jobsite file. 1.03 QUALIFICATIONS OF BIDDERS A. The Owner shall have the right to take such other steps deemed necessary to determine the ability of the Bidder to perform the Work, and the Bidder shall furnish the Owner such data for this purpose as requested. B. Each Bid and each exact copy thereof must be accompanied by a financial statement on the format of Indiana Form No. 96 (revised 2013), as prescribed by the State Board of Accounts of Indiana. This shall clearly show the Bidder's financial resources, his construction experience, his organization, and equipment available for Work contemplated. 1.04 CLARIFICATION OF BIDDERS' QUESTIONS A. Questions for this Project shall be directed to the Construction Manager and the Architect. B. Each Bidder is responsible for calling to the attention of the Construction Manager and the Architect ambiguities, inconsistencies, discrepancies, errors, or omissions, which occur in the Contract Documents for his part of the Work. Failing to request TSC 216120 Instructions to Bidders Section 00 10 00-3 clarification, the Bidder will be expected to overcome such conditions without additions to his bid prices. C. Prospective Bidders in doubt as to the true meaning of a part of the Drawings, Specifications, or other Contract Documents shall submit to the Construction Manager and the Architect, not less than ten (10) days before the date of the bid, a written request for interpretation and clarification. D. Bidders are instructed to request interpretations and the issuing of Addenda if the Contract Documents call for materials, equipment, or methods which adversely affect the cost or quality of the Project, or are unavailable. 1.05 APPROVAL BEFORE BIDDING A. If a contractor preparing bids for submission on the Work is in doubt as to the acceptability of a manufacturer's material or equipment, under the requirements as set forth in the Specifications, he shall require that representatives of the proposed manufacturer or supplier contact the Architect and request a ruling on the acceptability of the material or equipment in question. The contact should be made within the time herein required before the date scheduled for the closing of bids, so that an Addendum can be issued to clarify the situation. B. It is not possible to set the time allowance for the resolution of every problem; however, the time allowed shall not be less than 10 days before bid date. Each party requesting a ruling under this Article shall be responsible for the proper evaluation of the time involved and shall submit his request in ample time, as determined by the Architect, to process it. C. Prior to receipt of bids, the Architect will consider proposals for substitution of materials, equipment, and methods only when such proposals are submitted in writing within the time period stated before the date and time set for receipt of bids, and are accompanied by full and complete technical data and other information required by the Architect to evaluate the proposed substitution. D. Requests for product approval shall be submitted on sample form following this Section and sent to: Fanning/Howey Associates, Inc., 9025 N. River Road, Indianapolis, IN 46240, Phone: (317) 848-0966 Email: Andy Miller: amiller@fhai.com. 1.06 ADDENDA A. Additional information required by the Bidders, revisions in the Work, changes or additions, discrepancies in the Bidding Documents, or clarifications will be in the form of addenda written by the Architect and issued by the Construction Manager to Prime Bidders of Record as of the date of such addenda. TSC 216120 Instructions to Bidders Section 00 10 00-4 B. The Owner, Architect and Construction Manager reserve the right to issue addenda changing, altering, or supplementing the Contract Documents prior to the time set for receiving bids. C. All addenda will be posted on www.skillmanplanroom.com and each Bidder of Record Shall be notified. Prospective Bidders requesting a copy shall be directed www.skillmanplanroom.com. Bidders who will submit a bid to the Owner with the intent of entering into a Contract with the Owner and are registered plan holders on www.skillmanplanroom are considered “Bidders of Record”. Copies of addenda will be available for inspection wherever Contract Documents are on file for that purpose. D. Bidders are responsible for acquiring each issued addenda in time to incorporate them into their proposal. E. In the event delivery of addenda to Bidders is delayed, for reasons not the fault of the Bidders, the Owner may be requested to allow a reasonable extension of time for the opening of bids, to permit inclusion of such addenda. F. Each Bidder shall enumerate in his Bid each addendum he has received. G. If a Bidder fails to indicate receipt of each addendum through the last addendum, issued by the Architect and Construction Manager, on its Bid Proposal Form, the bid of such Bidder shall: 1. Clearly indicate that the Bidder received the addendum, such as where the addendum added another item to be bid upon and the Bidder submitted a bid on that item; or 2. Indicate the addendum involves only a matter of form or is one which has either no effect or has merely a trivial or negligible effect, as determined by the Construction Manager on price, quantity, quality, or delivery of the item bid upon. Failure to include either item above will be reason to deem the bid non-responsive. 1.07 ALTERNATIVES A. Requested alternatives are listed on the Bid Proposal Form and are described in detail under Section 01 23 00 - Alternates, Division 1 - General Requirements. They must be bid with base bid. NOTE: The terms "alternate" and "alternative" are used interchangeably to have the same meaning in this Project Manual and on the Drawings. B. The cost of each alternate shall include omissions, additions, and adjustments of trades as may be necessary because of each change, substitution, addition, or omission. TSC 216120 Instructions to Bidders Section 00 10 00-5 C. Each Bidder shall be responsible for bidding alternates which affect the Work of the base bid he is bidding, regardless of whether listed or not listed on the Supplemental Bid Proposal Form. If an applicable alternate(s) is not listed on the Supplemental Bid Proposal Form, the Bidder shall submit on his letterhead the cost of said alternate(s). No additional costs will be allowed after signing of Contract for failure to bid applicable alternates. D. The Owner retains the right to include or exclude work required by Alternates, for the sums established exercisable within one hundred twenty (120) days from and including the date of signing the Contract. 1.08 UNIT PRICES – NOT USED 1.09 ARCHITECT'S AND CONSTRUCTION MANAGER'S COOPERATION DURING BIDDING PERIOD A. Each Bidder is encouraged to contact the Architect and Construction Manager in the event that problems occur or questions arise in analyzing the Drawings and Specifications, where additional clarification or information would be helpful in the preparation of a proper bid. B. The Architect and Construction Manager will cooperate fully in connection with requests, and will provide information required, providing the Architect's and Construction Manager's ethical responsibilities are not encroached upon. This will include, upon request, providing information in order to clarify basic intentions of the Specifications; and other assistance as may be helpful in the preparation of a proper, competitive bid. C. It is the general policy of the Architect and Construction Manager to be as helpful as possible to Bidders, insofar as is consistent with fair and open competition. 1.10 BIDDING PROCEDURES A. Each bid shall be submitted on the Bid Form and sealed in an envelope clearly marked as containing a bid, indicating the Project Name, the Bidder’s name, the bid package (scope), the date and time of the bid opening, Owner’s address, and address to where bid is delivered on the envelope. B. Every Bidder on a Public Works Project shall comply with the Indiana Public Works Law in accordance with Indiana Code 5-16-13 to include the provisions listed herein: a. Tier 1 –General/Prime Contractors to self-perform 15% of their total Contract. b. Qualification thru the Department of Administration or INDOT. For the bidders on State Projects and on State Projects more than $150,000 Qualification is required prior to bidding per IC 4-13.6-4. For work on Local TSC 216120 Instructions to Bidders Section 00 10 00-6 Unit Government Projects qualification is only required on contracts of $300,000 or more and only on projects awarded after December 31, 2016. c. Include Written Drug Testing Plan that covers all employees of the bidder who will perform work on the public work project and meets or exceeds the requirements set in IC 4-13-18-5 or IC 4-13-18-6 with Bid. d. Minimum Insurance Requirements $1M/occurrence $2M/aggregate. However check your bidding requirements as the Owners may have higher limit requirements. e. Mandatory enrollment in E-Verify by all contractors down to the 4th Tier Sub Contracts and must provide the case verification number of all employees working on the project. f. Prohibits contractors down to the 4th Tier Sub Contract from paying employees in cash. g. Requirement to retain payroll records for 3 years h. All contractors down to the 4th Tier Sub Contract must comply with Fair Labor Act, Indiana’s Workers Compensation and Unemployment Compensation Insurance. i. Mandatory Training Requirements based upon number of employees. j. Failure to comply may result in debarment from public works projects for up to 4 years. C. Any substantial change, alteration or addition in the wording of the Bid Form may cause a bid to be rejected as not responsive for award of a Contract. D. Unless the Bidder withdraws the bid as provided in Article 1.12 hereof, the Bidder will be required to comply with all requirements of the Contract Documents, regardless of whether the Bidder had actual knowledge of requirements and regardless of any statement or omission made by the Bidder which might indicate a contrary intention. E. Bids shall be executed upon the Bid Proposal Form provided, and relevant blank spaces in the form shall be written in ink and not in pencil. The signature shall be in longhand and the completed form shall be without interlineation, alteration, or erasure. Each Bidder is required to bid every item called for, including alternate and unit costs. F. The Bidder shall show all bid amounts in both words and figures. In case of a conflict between the words and figures, the amount shown in words shall govern, where such words are not ambiguous. When the Bidder’s intention and the meaning of the words are clear, omissions or misspelling of words will not render the words ambiguous. G. Any alteration or erasure of items inserted on the Bid Form shall be initialed by the Bidder. TSC 216120 Instructions to Bidders Section 00 10 00-7 H. A bid is non-responsive if it has not been deposited at the designated location prior to the time and date for receipt of bids indicated in the Notice To Bidders, or prior to extension thereof issued to the Bidders. I. Telecommunicated bids will not be considered. J. Bids which are not signed by the individuals making them shall have attached thereto a Power of Attorney evidencing authority to sign the bid in the name of the person for whom it is signed. Bids, which are signed for a partnership, shall be signed by the partners, or by an attorney-in-fact. If signed by an attorney-in-fact, there shall be attached to the bid a Power of Attorney evidencing authority to sign the bid, executed by the partners. K. Each Bidder shall enumerate in his bid the addenda he has incorporated into his proposal. L. It is the Bidder’s responsibility to include in his bid costs necessary for a completed and finished project for items of Work bid upon. M. Submit bids with Bid Security and other requested supplemental material attached; properly and completely executed. N. When an alternate is listed on the bid Form, the Bidder shall fill in the applicable blank with an increased or decreased bid amount. The Owner reserves the right to accept or reject any or all bids on alternates, in whole or in part, and in any order. O. If no change in the bid amount is required, indicate “No Change”. P. A blank entry or an entry of “No Bid”, “N/A”, or similar entry on any alternate affecting the Contractor’s scope of work, will cause the bid to be rejected as non- responsive only if that alternate is selected. Q. If an alternate is not selected, an entry as listed in paragraph hereinbefore on that alternate will not, by itself, render a bid non-responsive. R. In a combined bid, a blank entry or an entry of “No Bid”, “N/A”, or similar entry on an alternate will cause the bid to be rejected as non-responsive only if that alternate applies to the combined bid and that alternate is selected. S. Proposals for Work shall not include the Indiana Sales Tax for materials to be incorporated into this Project. Owner will provide necessary tax exemption forms. T. Out-of-state Bidders, which are corporations, shall submit their Certificate of Authority to transact business in the State of Indiana with their bid. TSC 216120 Instructions to Bidders Section 00 10 00-8 1.11 BID SECURITY A. The amount of bid security required, and the type acceptable, is defined in the Notice to Bidders. The Surety for bid security shall be one complying with the requirements of these Instructions to Bidders. B. Bid security of the two (2) Apparent Low Bidders may be held following the bid opening, for not more than the maximum number of days stipulated in the Notice to Bidders, unless the Owner and Bidders agree otherwise; except that in the event a Bidder has been awarded the Contract and has failed to execute same or furnish proper performance and payment bonds, then the bid security of such Bidder will be subject to forfeit, and the next responsive Bidder, if tendered the Contract, will be subject to the same provisions as hereinbefore set forth. Should the award fall to the third responsive Bidder because of default of the previous two Bidders, the same condition will apply to the third Bidder as hereinbefore set forth. C. The bid security of Bidders, other than the three (3) apparent Low Bidders for each category, may be returned within three (3) days after the opening of bids, at the Owner's or Construction Manager's option. D. The bid security of the two (2) apparent Low Bidders will be returned within forty- eight (48) hours after the Form of Agreement has been executed, upon request. E. In the event that the Owner should decide to reject all bids, the bid securities will be returned within 72 hours following that decision. F. Bid security is subject to forfeiture if a bid is withdrawn during the time period bids are to be held. G. The two (2) low Bidders will be required to submit a complete list of subcontractors, material suppliers, and products on Section 00 43 50 – Subcontractors and Products List, to the Construction Manager within 48 hours, after being notified by the Skillman Corporation. Failure to submit this information within the required time may be considered as grounds for rejection of the bid. H. Manufacturers approved by addenda may be written in appropriate location. I. If Bidder awarded the Contract fails to indicate a specific product or manufacturer or lists multiple products and manufacturers for the same product, that Bidder (Contractor) shall provide the first listed product and manufacturer in the specification section. TSC 216120 Instructions to Bidders Section 00 10 00-9 1.12 MODIFICATION OR WITHDRAWAL OF BID PROPOSAL A. A Bidder may withdraw his bid prior to the scheduled time for the receipt of bids, without forfeiture of bid security. If a postponement of the time for receiving bids is made, the new time established therein shall be the time within the meaning of this Article. B. Bids may be modified prior to bid opening time. C. After commencement of the opening of bids, no Bidder may recall his bid. 1.13 OPENING OF BIDS A. The Notice to Bidders indicates the time and place fixed for opening of bids. B. Bids received prior to the time of opening will be securely kept, unopened. The officer whose duty it is to open them will decide when the specified time has arrived, and no Bid received thereafter will be considered responsive. C. No responsibility will be attached to an officer for the premature opening of a bid not properly addressed and identified. D. The amounts involved in alternates requested will be read or disclosed as part of the requirements of this Article. Voluntary alternates will not be considered. E. The Owner reserves the right to delay the time for opening of bids when, in his judgment, it is desirable or necessary. 1.14 DISQUALIFICATION A. The Owner reserves the right to reject each and every Bid, to waive formalities or informalities in bidding, to accept or reject alternates regardless of their order or sequence. B. The right is reserved to reject a Bid where an investigation of the available evidence of information does not satisfy the Owner that the Bidder is responsible to perform the terms of the Contract Documents. C. Only “bona fide” bids in a definite stated amount, without special clauses governing price of labor and material increases, will be considered. The Contract shall not include what is commonly known as an “Escalator Clause". D. Bids which contain qualifications or conditions that are contrary to the text or intent of the Contract Documents, and which are inserted in the bid for the purpose of limiting or otherwise qualifying the responsibility of the Bidder, outside of the text or intent of the Contract Documents, will be determined to be non-responsive. TSC 216120 Instructions to Bidders Section 00 10 00-10 E. Failure to submit the requested information with the bid shall be grounds for rejecting the bid. F. The ability of the Bidder to obtain or qualify for a performance bond or payment bond shall not be regarded as a sole test of such Bidder's competence or responsibility. G. The Bidder acknowledges the right of the Owner to reject bids and to waive informalities or irregularities in bids received. In addition, the Bidder recognizes the right of the Owner to reject a bid if the Bidder failed to furnish the required bid security or to submit the data required by the bidding Documents or if the bid is incomplete or irregular. 1.15 DETERMINATION OF LOWEST RESPONSIBLE AND RESPONSIVE BID A. Subject to the right of the Owner to reject each and every bid, the Owner will award the Contract for the Work to the Bidder submitting the lowest responsive and responsible bid. In making their determination the Owner may take into consideration not only the amount of the bid but also: 1. Whether the Bidder has submitted a bid or quote that conforms in all material respects to the specifications. 2. Whether the Bidder has submitted a bid that complies specifically with the Invitation to Bid and the Instructions to Bidders. 3. Whether the Bidder has complied with all applicable statutes. 4. The ability and capacity of the Bidder to perform the Work. 5. The integrity, character, and reputation of the Bidder. 6. The competence and experience of the Bidder. B. The failure to submit requested information on a timely basis may result in the determination that the Bidder is not responsible. C. In addition to the above items; the Owner will consider in awarding Work if the intent of the Guideline Schedule and completion of Work can be met within the specified number of consecutive calendar days. 1.16 PERFORMANCE BOND AND PAYMENT BOND A. The successful Bidder, awarded the Contract on this Project and prior to the execution of the Form of Agreement, shall provide a Performance Bond and Payment Bond, covering the faithful performance of the Contract and the payment of obligations arising thereunder in a penal sum equal to 100 percent of the amount of the Contract sum. Said bonds shall remain in effect for 12 months after date established as start of one year correction period. Premiums shall be included and paid-for by the Contractor. B. Bonds shall be submitted on AIA Doc. A312. TSC 216120 Instructions to Bidders Section 00 10 00-11 C. The Bidder shall deliver the required bonds to the Owner not later than the date of execution of the Contract. D. The Bidder shall require the attorney-in-fact that executes the required bonds on behalf of the Surety to affix thereto a certified and current copy of his Power of Attorney indicating the monetary limit of such power. E. Surety Company shall comply with the following: 1. Insurance and Surety Companies shall be deemed qualified and acceptable to the Owner in connection with Contractor bonding and insurance requirements under said Contracts only if such companies have a policy holders rating of “A+”, “A”, or “A-“, a financial category not less than Class VII as shown on Best’s Key Rating Guide, latest edition; provided, however, that the bond is furnished by one of the aforesaid qualified Sureties who is also listed in the Department of the Treasury Circular 570, Volume 41, No. 132 Part V (Federal Register) and is licensed in the State of Indiana and the penal sum of the bond does not extend the underwriting limitation set forth in the subject Circular, unless the excess, if any, is reinsured with the approval of the Owner. 2. Bonds shall be executed and be in force on the date of the execution of the Contract. 3. The bonds shall be made out for not less than 100 percent of the entire amounts due under the Contract, and shall make provisions to cover additional amounts which may be authorized as provided for under changes in the work; and authorized as provided for under changes in the work; and authorized extensions of time by either making provisions for such additional items in the text of the bond or by the issuance of an amendment or rider to provide for such additional coverage. 1.17 EXECUTION OF THE CONTRACT A. Subsequent to the award, and within ten (10) days after the prescribed Form of Agreement is presented for his signature, the Awardee shall execute and deliver them to the Owner through the Construction Manager, in such number of counterparts as the Owner may require. B. The failure of the Awardee to execute such Contract and to supply the required bonds when the Agreement is presented for signature or within such extended period as the Owner may grant, based upon reasons determined adequate by the Owner, shall constitute a default; and the Owner may either award the Contract to the next responsible Bidder or re-advertise for bids. In the event of default, the Owner shall have the right to declare the amount of the bid security forfeited. It shall be a further condition that the Owner shall not collect more on a defaulted Bid than the difference between the defaulted bid amount and the bid of the firm to which the award is made, after giving due weight and consideration to alternatives accepted. TSC 216120 Instructions to Bidders Section 00 10 00-12 1.18 TIME OF COMMENCEMENT AND COMPLETION A. The Contractor shall commence work within ten (10) days after the effective date of the Contract, or when notified in writing to proceed, and shall complete the Work within the time limitations established in the Form of Agreement, these instructions to Bidders, and in Section 01 12 00 – Multiple Contract Summary. 1. It is anticipated that construction will start within 60 calendar days after receipt of bids. 2. Construction shall be complete within 150 consecutive calendar days, or earlier, after Notice to Proceed. 3. See Section 01 32 00 – Schedules and Reports, for Guideline Project Schedule. 1.19 WAGE RATES – NOT APPLICABLE OR A. Each Bidder is required to make provisions in his bid for complying with the requirements of the “Schedule of Project Construction Wages” included in the Amended General Conditions 1.20 COMBINED BIDS A. Bids shall be submitted for each individual bid category. Bids may also be submitted for a combination of two or more bid categories but may not be accepted unless individual bids have been submitted for each bid in the combination. B. Combination bid shall be submitted on a separate bid form. Insert the combination of bid categories on the bid form where noted “Insert Category No.(s) and Name(s)” and address all alternates for the combination bid. C. Separate bids and combination bids may be enclosed in a single envelope. D. A single bid bond is acceptable if the amount of the bond is for the maximum amount of any individual bid or combination bid to include any alternates. 1.21 LIST OF MAJOR SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS A. The two or three low responsive Bidders shall submit a listing of major subcontractors and manufacturers within two (2) working days (48 hrs.) of notification. B. After submission of this list by the Bidder, and after approval by the Owner, Construction Manager, and Architect, it shall not be changed unless written approval of change is authorized by the Owner, Construction Manager, and Architect. TSC 216120 Instructions to Bidders Section 00 10 00-13 1.22 OUT-OF-STATE CONTRACTORS A. Out-of-state Contractor, which is a corporation, shall obtain a Certificate of Authority from the Secretary of State, State of Indiana, Indianapolis, Indiana prior to transacting business in the State of Indiana in accordance with Indiana Code 23-1- 49-1. B. Proof of payment of Indiana Gross Income Tax, as provided in Chapter 370, Section 2, Subsection E, Acts of 1947, shall be submitted by out-of-state Contractor before final payment will be approved. C. If the out-of-state Contractor is not a corporation or is a corporation but does not obtain authorization to do business in the State of Indiana, taxes will be withheld by the Owner. END OF SECTION 00 10 00 TSC 216120 Information Available To Bidders Section 00 20 00-1 SECTION 00 20 00 - INFORMATION AVAILABLE TO BIDDERS A. Asbestos Report: The Asbestos Report (if applicable), prepared for the Owner, is not part of the Construction Documents, and is on file at the Owner’s Office and is available for review upon written request. The Architect and Construction Manager do not accept responsibility for the information contained in the report. D. Lead Based Paint: Lead Based Paint Report (if applicable), prepared for the Owner, is not part of the Construction Documents, and is on file at the Owner’s Office and is available for review upon written request. The Architect and Construction Manager do not accept responsibility for the information contained in the report. END OF SECTION 00 20 00 Architect #216060.00 Procurement Substitution Procedures 00 26 00.00 - 1 DOCUMENT 00 26 00.00 - PROCUREMENT SUBSTITUTION PROCEDURES 1.1 DEFINITIONS A. Procurement Substitution Requests: Requests for changes in products, materials, equipment, and methods of construction from those indicated in the Procurement and Contracting Documents, submitted prior to receipt of bids. B. Substitution Requests: Requests for changes in products, materials, equipment, and methods of construction from those indicated in the Contract Documents, submitted following Contract award. See Section 012500 "Substitution Procedures" for conditions under which Substitution requests will be considered following Contract award. 1.2 QUALITY ASSURANCE A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. 1.3 PROCUREMENT SUBSTITUTIONS A. Procurement Substitutions, General: By submitting a bid, the Bidder represents that its bid is based on materials and equipment described in the Procurement and Contracting Documents, including Addenda. Bidders are encouraged to request approval of qualifying substitute materials and equipment when the Specifications Sections list materials and equipment by product or manufacturer name. B. Procurement Substitution Requests will be received and considered by Owner when the following conditions are satisfied, as determined by A/E; otherwise requests will be returned without action: 1. Extensive revisions to the Contract Documents are not required. 2. Proposed changes are in keeping with the general intent of the Contract Documents, including the level of quality of the Work represented by the requirements therein. 3. The request is fully documented and properly submitted. 1.4 SUBMITTALS A. Procurement Substitution Request: Submit to A/E. Procurement Substitution Request must be made in writing in compliance with the following requirements: 1. Requests for substitution of materials and equipment will be considered if received no later than 10 days prior to date of bid opening. 2. Submittal Format: Electronically submit each written Procurement Substitution Request, using form bound in Project Manual in accordance with Division 00 Section “Instructions to Bidders”. a. Identify the product or the fabrication or installation method to be replaced in each request. Include related Specifications Sections and drawing numbers. b. Provide complete documentation on both the product specified and the proposed substitute, including the following information as appropriate: Architect #216060.00 Procurement Substitution Procedures 00 26 00.00 - 2 1) Point-by-point comparison of specified and proposed substitute product data, fabrication drawings, and installation procedures. 2) Copies of current, independent third-party test data of salient product or system characteristics. 3) Samples where applicable or when requested by A/E. 4) Detailed comparison of significant qualities of the proposed substitute with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. 5) Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. 6) Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, which will become necessary to accommodate the proposed substitute. c. Provide certification by manufacturer that the substitute proposed is equal to or superior to that required by the Procurement and Contracting Documents, and that its in-place performance will be equal to or superior to the product or equipment specified in the application indicated. d. Bidder, in submitting the Procurement Substitution Request, waives the right to additional payment or an extension of Contract Time because of the failure of the substitute to perform as represented in the Procurement Substitution Request. B. A/E's Action: 1. A/E may request additional information or documentation necessary for evaluation of the Procurement Substitution Request. A/E will notify all bidders of acceptance of the proposed substitute by means of an Addendum to the Procurement and Contracting Documents. C. A/E's approval of a substitute during bidding does not relieve Contractor of the responsibility to submit required shop drawings and to comply with all other requirements of the Contract Documents. END OF DOCUMENT 00 26 00 Architect # 216060.00 Substitution Request Form 00 26 00.01-1 DOCUMENT 00 26 00.01 - SUBSTITUTION REQUEST FORM (During Procurement) To Date: Project We hereby submit for your consideration the following product instead of the specified item(s) for the above project: Section Article/Paragraph (Page) Specified Item Proposed Substitution: Model: Manufacturer: Phone: Attach complete technical data including laboratory tests if applicable. Include complete information changes to Drawings and/or Specifications which proposed substitution require for proper installation. Fill in Blanks Below, use additional sheets if necessary: A. Does the substitution affect dimensions shown on Drawings? B. Will the undersigned pay for changes to building design, including engineering and detailing costs caused by substitution, if any? C. What effect does substitution have on other trades? D. Differences between proposed substitution and specified item? E. Manufacturer's guarantees of proposed and specified items are: Same Different (explain on attachment) The undersigned certifies that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by Design Consultant: Signature Accepted Accepted as Noted Firm Not Accepted Received too Late Address PM Specifier Telephone Date Fax Remarks Email Telephone END OF SECTION 00 26 00.01 TSC 216120 Bidder Reminder List Section 00 30 50-1 NAME OF BIDDER BIDDER REMINDER LIST TO BE COMPLETED AND INCLUDED IN BID PACKAGE FOR REVIEW AT BID OPENING YES NO Have you properly and completely executed the Bid Form (Section 00 31 00)? Is the Bid Total written in both words and figures? Are the Alternate quantities in both words and figures and noted as Add or Deduct? Is the Non-Collusion Affidavit, part of the Bid Form, signed & notarized? Have you enclosed a certified check or Bid Bond? (Note: bond must be signed by Surety and Principal) Have you included your company's Financial Statement? Have you included your Written Drug Testing Plan that covers all employees of the bidder who will perform work on the public work project and meets or exceeds the requirements set in IC 4-13-18-5 or IC 4-13-18-6. Have Subcontractors and Products List to the Construction Manager within 48 Hours of the Bid for Apparent Low Bidders. On the outside of the envelope containing your Bid have you indicated: The Project Name Bidder’s Name Bid Category No. Date and Time of Bid Opening Owner’s Address Address to Where Bid is to be Delivered if different from Owners Address NOTE: IF ANY OF THE REQUIRED BIDDING DOCUMENTS ARE NOT INCLUDED, DATED OR PROPERLY EXECUTED, THE CONTRACTOR'S BID MAY NOT BE ACCEPTED. TSC Project Number 216120 Bid Form Section 00 31 00-1 CONTRACTOR'S BID FOR PUBLIC WORKS FORM NO. 96 Format (Revised 2013) (Amended for CCS) Additions and Renovations to Main Transportation Center Carmel Clay Schools (Hamilton County, Indiana) PART I (To be completed for all bids. Please type or print) Date (month, day, year):______________ BIDDER (Firm) Address P.O. Box City/State/Zip Telephone Number: _____________________ Email Address: _________________________ Person to contact regarding this Bid_________________________________________________ Pursuant to notices given, the undersigned offers to furnish labor and/or materials necessary to complete the public works project of: Insert Category No. (s) and Name(s) Of public works project, Additions and Renovations to Main Transportation Center, in accordance with Plans and Specifications prepared by Fanning/Howey Associates, Inc., 9025 N. River Road, Suite 200, Indianapolis, IN 46240, as follows: BASE BID For the sum of (Sum in words) DOLLARS ($ ) (Sum in figures) TSC Project Number 216120 Bid Form Section 00 31 00-2 The undersigned acknowledges receipt of the following Addenda: Receipt of Addenda No. (s) PROPOSAL TIME Bidder agrees that this Bid shall remain in force for a period of sixty (60) consecutive calendar days from the due date, and Bids may be accepted or rejected during this period. Bids not accepted within said sixty (60) consecutive calendar days shall be deemed rejected. Attended pre-bid conference YES NO ____ Has visited the jobsite YES NO_______ The Bidder has reviewed the Guideline Schedule in Section 01 32 00 and the intent Of the schedule can be met. YES NO_______ Bidder has included their Written Drug Testing Plan that covers all employees of the bidder who will perform work on the public work project and meets or exceeds the requirements set in IC 4- 13-18-5 or IC 4-13-18-6. YES NO_______ The undersigned further agrees to furnish a bond or certified check with this Bid for an amount specified in the Notice to Bidders. If Alternate Bids apply, submit a proposal for each in accordance with the Plans and Specifications. If additional units of material included in the contract are needed, the cost of units must be the same as that shown in the original contract if accepted by the governmental unit. If the bid is to be awarded on a unit bases, the itemization of the units shall be shown on a separate attachment. The contractor and his subcontractors, if any, shall not discriminate against or intimidate any employee, or applicant for employment, to be employed in the performance of this contract, with respect to any matter directly or indirectly related to employment because of race, religion, color, sex, national origin or ancestry. Breach of this covenant may be regarded as a material breach of the contract. CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS (if applicable) I, the undersigned bidder or agent as a contractor on a public works project, understand my statutory obligation to use steel products made in the United States (I.C. 5-16-8-2). I hereby certify that I and all subcontractors employed by me for this project will use U.S. steel on this project if awarded. I understand that violations hereunder may result in forfeiture of contractual payments. ALTERNATE BIDS A blank entry or an entry of “No Bid”, “N/A”, or similar entry on any Alternate will cause the bid to be rejected as non-responsive only if that Alternate is selected. If no change in the bid amount is required, indicate “No Change”. TSC Project Number 216120 Bid Form Section 00 31 00-3 **MARK "ADD" OR "DEDUCT" FOR EACH ALTERNATE** Alternate Bid No. 1 – Schedule Compression Change the Base Bid the sum of (sum in words) ADD DOLLARS ($ ) DEDUCT (sum in figures) Alternate Bid No. 2 – Change the Base Bid the sum of (sum in words) ADD DOLLARS ($ ) DEDUCT (sum in figures) Alternate Bid No. 3 – Change the Base Bid the sum of (sum in words) ADD DOLLARS ($ ) DEDUCT (sum in figures) Alternate Bid No. 4 – Change the Base Bid the sum of (sum in words) ADD DOLLARS ($ ) DEDUCT (sum in figures) Alternate Bid No. 5 – Change the Base Bid the sum of (sum in words) ADD DOLLARS ($ ) DEDUCT (sum in figures) TSC Project Number 216120 Bid Form Section 00 31 00-4 PART II (For projects of $150,000 or more – IC 36-1-12-4) These statements to be submitted under oath by each bidder with and as a part of his bid. (Attach additional pages for each section as needed.) SECTION I EXPERIENCE QUESTIONNAIRE 1. What public works projects has your organization completed for the period of one (1) year prior to the date of the current bid? Contract Amount Class of Work Completion Date Name and Address of Owner 2. What public works projects are now in process of construction by your organization? Contract Amount Class of Work Completion Date Name and Address of Owner 3. Have you ever failed to complete any work awarded to you? If so, where and why? 4. List references from private firms for which you have performed work. TSC Project Number 216120 Bid Form Section 00 31 00-5 SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE 1. Explain your plan or layout for performing proposed Work. (Examples could include a narrative of when you could begin, complete the project, number of workers, etc. and any other information which you believe would enable the governmental unit to consider your bid.) 2. Please list the names and addresses of all subcontractors (i.e. persons or firms outside your own firm who have performed part of the work) that you have used on public works projects during the past five (5) years along with a brief description of the work done by each subcontractor. 3. If you intend to sublet any portion of the work, state the name and addresses of each subcontractor, equipment to be used by the subcontractor, and whether you will required a bond. However, if you are unable to currently provide a listing, please understand a listing must be provided prior to contract approval. Until the completion of the proposed project, you are under a continuing obligation to immediately notify the governmental unit in the event that you subsequently determine that you will use a subcontractor on the proposed project. TSC Project Number 216120 Bid Form Section 00 31 00-6 4. What equipment do you have available to use for the proposed Project? Any equipment used by subcontractors may also be required to be listed by the governmental unit. 5. Have you into contracts or received offers for all materials which substantiate the prices used in preparing your proposal? If not, please explain the rationale used which corroborate the process listed. SECTION III CONTRACTOR'S FINANCIAL STATEMENT Attachment of Bidder's financial statement is mandatory. Any Bid submitted without said financial statement as required by statute shall thereby be rendered invalid. The financial statement provided hereunder to the governing body awarding the Contract must be specific enough in detail so that said governing body can make a proper determination of the Bidder's capability for completing the Project if awarded. SECTION IV CONTRACTOR NON-COLLUSION AFFIDAVIT The undersigned Bidder or agent, being duly sworn on oath, says that he has not, nor has any other member, representative, or agent of the firm, company, corporation or partnership represented by him, entered into any combination, collusion or agreement with any person relative to the price to be bid by anyone at such letting nor to prevent any person from bidding nor to induce anyone to refrain from bidding, and that this Bid is made without reference to any other bid and without any agreement, understanding or combination with any other person in reference to such bidding. He further says that no person or persons, firms, or corporations has, have, or will receive directly or indirectly, any rebate, fee, gift, commission, or thing of value on account of such contract. TSC Project Number 216120 Bid Form Section 00 31 00-7 SECTION V OATH AND AFFIRMATION I HEREBY AFFIRM UNDER THE PENALTIES OF PERJURY THAT THE FACTS AND INFORMATION CONTAINED IN THE FOREGOING BID FOR PUBLIC WORKS ARE TRUE AND CORRECT Dated at this day of , 20 ___________________________________________________ (Name of Organization) By _________________________________________________________ ________________________________________________________ (Title of Person Signing) ACKNOWLEDGEMENT STATE OF _________________________) ) SS: COUNTY OF ______________________) Before me, a Notary Public, personally appeared the above-named _______________________________________ Swore that the statements contained in the foregoing document are true and correct. Subscribed and sworn to before me this _____________ day of ____________________, _________ (Title) Notary Public My Commission Expires: County of Residence: END OF SECTION 00 31 00 TSC 216120 Standard Forms Section 00 37 00-1 SECTION 00 37 00 - STANDARD FORMS PART 1 - GENERAL 1.01 The purpose of this Section is to identify some of the forms that will be used in conjunction with the administration of this Project. 1.02 BIDDING FORMS: The following three (3) forms must be submitted with the Contractor's Bid. Failure to furnish any one of the forms can be cause for the rejection of the Contractor's Bid. A. Bid Form (Form 96 format revised): See Section 00 31 00 1. Non-Collusion Affidavit: Part of Bid Form B. Bid Security: See Bid Bond – Section 00 41 00 C. Written Drug Testing Plan that covers all employees of the bidder who will perform work on the public work project and meets or exceeds the requirements set in IC 4-13-18-5 or IC 4-13-18-6. 1.03 CONTRACT FORMS: The following six (6) forms must be submitted and approved by the Construction Manager prior to acceptance and execution of the Agreement by the Owner. A. Subcontractor and Material Suppliers List: See Section 00 43 50 B. Contract: See Section 00 50 00 - Agreement C. Form of Bonds: 1. Performance and Payment Bond (00 61 00) D. Document 00 82 00 - Certificate of Insurance E. IRS Form W-9, Request for Taxpayer Identification Number (end of this Section) F. Wage Scale Affidavit: (end of this Section) - “Not Applicable” G. Schedule of Wages (end of this Section) H. E-Verify Compliance Affidavit (end of this Section) 1.04 ADMINISTRATIVE FORMS: Forms for monthly pay requests and the final pay request shall be acquired after the award of the Contract, by the Contractor. A. Request for Information (RFI) (end of this section) B. Submittal Transmittal Record (see Section 01 33 00) C. Look Ahead Schedule (see Section 01 32 00) D. Punch List Verification Form (see Section 01 77 00) E. Receipt For Extra Stock (see Section 01 77 00) F. Verification of Owner Training (see Section 01 77 00) END OF SECTION 00 37 00 Give form to the requester. Do not send to the IRS. Form W-9 Request for Taxpayer Identification Number and Certification(Rev. January 2003) Department of the Treasury Internal Revenue Service Name List account number(s) here (optional) Address (number, street, and apt. or suite no.) City, state, and ZIP codePrint or typeSee Specific Instructions on page 2.Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. For individuals, this is your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the Part I instructions on page 3. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN on page 3. Social security number –– or Requester’s name and address (optional) Employer identification numberNote: If the account is in more than one name, see the chart on page 4 for guidelines on whose number to enter.– Certification 1.The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me), and I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding, and 2. Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the Certification, but you must provide your correct TIN. (See the instructions on page 4.) Sign Here Signature of U.S. person Date Purpose of Form Form W-9 (Rev. 1-2003) Part I Part II Business name, if different from above Cat. No. 10231X Check appropriate box: Under penalties of perjury, I certify that: U.S. person. Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN to the person requesting it (the requester) and, when applicable, to: 1. Certify that the TIN you are giving is correct (or you are waiting for a number to be issued), 2. Certify that you are not subject to backup withholding, or 3. Claim exemption from backup withholding if you are a U.S. exempt payee. Foreign person. If you are a foreign person, use the appropriate Form W-8 (see Pub. 515, Withholding of Tax on Nonresident Aliens and Foreign Entities). 3.I am a U.S. person (including a U.S. resident alien). A person who is required to file an information return with the IRS, must obtain your correct taxpayer identification number (TIN) to report, for example, income paid to you, real estate transactions, mortgage interest you paid, acquisition or abandonment of secured property, cancellation of debt, or contributions you made to an IRA. Individual/ Sole proprietor Corporation Partnership Other Exempt from backup withholding Note: If a requester gives you a form other than Form W-9 to request your TIN, you must use the requester’s form if it is substantially similar to this Form W-9. Nonresident alien who becomes a resident alien. Generally, only a nonresident alien individual may use the terms of a tax treaty to reduce or eliminate U.S. tax on certain types of income. However, most tax treaties contain a provision known as a “saving clause.” Exceptions specified in the saving clause may permit an exemption from tax to continue for certain types of income even after the recipient has otherwise become a U.S. resident alien for tax purposes. If you are a U.S. resident alien who is relying on an exception contained in the saving clause of a tax treaty to claim an exemption from U.S. tax on certain types of income, you must attach a statement that specifies the following five items: 1. The treaty country. Generally, this must be the same treaty under which you claimed exemption from tax as a nonresident alien. 2. The treaty article addressing the income. 3. The article number (or location) in the tax treaty that contains the saving clause and its exceptions. 4. The type and amount of income that qualifies for the exemption from tax. 5. Sufficient facts to justify the exemption from tax under the terms of the treaty article. Form W-9 (Rev. 1-2003)Page 2 Sole proprietor. Enter your individual name as shown on your social security card on the “Name”line. You may enter your business, trade, or “doing business as (DBA)”name on the “Business name”line. Other entities. Enter your business name as shown on required Federal tax documents on the “Name”line. This name should match the name shown on the charter or other legal document creating the entity. You may enter any business, trade, or DBA name on the “Business name”line. If the account is in joint names, list first, and then circle, the name of the person or entity whose number you entered in Part I of the form. Limited liability company (LLC). If you are a single-member LLC (including a foreign LLC with a domestic owner) that is disregarded as an entity separate from its owner under Treasury regulations section 301.7701-3, enter the owner’s name on the “Name”line. Enter the LLC’s name on the “Business name”line. Specific Instructions Name Exempt From Backup Withholding Generally, individuals (including sole proprietors) are not exempt from backup withholding. Corporations are exempt from backup withholding for certain payments, such as interest and dividends. 5. You do not certify to the requester that you are not subject to backup withholding under 4 above (for reportable interest and dividend accounts opened after 1983 only). Certain payees and payments are exempt from backup withholding. See the instructions below and the separate Instructions for the Requester of Form W-9. Civil penalty for false information with respect to withholding. If you make a false statement with no reasonable basis that results in no backup withholding, you are subject to a $500 penalty. Criminal penalty for falsifying information. Willfully falsifying certifications or affirmations may subject you to criminal penalties including fines and/or imprisonment. Penalties Failure to furnish TIN. If you fail to furnish your correct TIN to a requester, you are subject to a penalty of $50 for each such failure unless your failure is due to reasonable cause and not to willful neglect. Misuse of TINs. If the requester discloses or uses TINs in violation of Federal law, the requester may be subject to civil and criminal penalties. If you are an individual, you must generally enter the name shown on your social security card. However, if you have changed your last name, for instance, due to marriage without informing the Social Security Administration of the name change, enter your first name, the last name shown on your social security card, and your new last name. Exempt payees. Backup withholding is not required on any payments made to the following payees: 1. An organization exempt from tax under section 501(a), any IRA, or a custodial account under section 403(b)(7) if the account satisfies the requirements of section 401(f)(2); 2. The United States or any of its agencies or instrumentalities; 3. A state, the District of Columbia, a possession of the United States, or any of their political subdivisions or instrumentalities; 4. A foreign government or any of its political subdivisions, agencies, or instrumentalities; or 5. An international organization or any of its agencies or instrumentalities. Other payees that may be exempt from backup withholding include: 6. A corporation; 7. A foreign central bank of issue; 8. A dealer in securities or commodities required to register in the United States, the District of Columbia, or a possession of the United States; If you are exempt, enter your name as described above and check the appropriate box for your status, then check the “Exempt from backup withholding”box in the line following the business name, sign and date the form. 4. The IRS tells you that you are subject to backup withholding because you did not report all your interest and dividends on your tax return (for reportable interest and dividends only), or 3. The IRS tells the requester that you furnished an incorrect TIN, or 2. You do not certify your TIN when required (see the Part II instructions on page 4 for details), or You will not be subject to backup withholding on payments you receive if you give the requester your correct TIN, make the proper certifications, and report all your taxable interest and dividends on your tax return. 1. You do not furnish your TIN to the requester, or What is backup withholding? Persons making certain payments to you must under certain conditions withhold and pay to the IRS 30% of such payments (29% after December 31, 2003; 28% after December 31, 2005). This is called “backup withholding.”Payments that may be subject to backup withholding include interest, dividends, broker and barter exchange transactions, rents, royalties, nonemployee pay, and certain payments from fishing boat operators. Real estate transactions are not subject to backup withholding. Payments you receive will be subject to backup withholding if: If you are a nonresident alien or a foreign entity not subject to backup withholding, give the requester the appropriate completed Form W-8. Example. Article 20 of the U.S.-China income tax treaty allows an exemption from tax for scholarship income received by a Chinese student temporarily present in the United States. Under U.S. law, this student will become a resident alien for tax purposes if his or her stay in the United States exceeds 5 calendar years. However, paragraph 2 of the first Protocol to the U.S.-China treaty (dated April 30, 1984) allows the provisions of Article 20 to continue to apply even after the Chinese student becomes a resident alien of the United States. A Chinese student who qualifies for this exception (under paragraph 2 of the first protocol) and is relying on this exception to claim an exemption from tax on his or her scholarship or fellowship income would attach to Form W-9 a statement that includes the information described above to support that exemption. Note: You are requested to check the appropriate box for your status (individual/sole proprietor, corporation, etc.). Note: If you are exempt from backup withholding, you should still complete this form to avoid possible erroneous backup withholding. Form W-9 (Rev. 1-2003)Page 3 Part I. Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. If you are a resident alien and you do not have and are not eligible to get an SSN, your TIN is your IRS individual taxpayer identification number (ITIN). Enter it in the social security number box. If you do not have an ITIN, see How to get a TIN below. How to get a TIN. If you do not have a TIN, apply for one immediately. To apply for an SSN, get Form SS-5, Application for a Social Security Card, from your local Social Security Administration office or get this form on-line at www.ssa.gov/online/ss5.html. You may also get this form by calling 1-800-772-1213. Use Form W-7, Application for IRS Individual Taxpayer Identification Number, to apply for an ITIN, or Form SS-4, Application for Employer Identification Number, to apply for an EIN. You can get Forms W-7 and SS-4 from the IRS by calling 1-800-TAX-FORM (1-800-829-3676) or from the IRS Web Site at www.irs.gov. If you are asked to complete Form W-9 but do not have a TIN, write “Applied For”in the space for the TIN, sign and date the form, and give it to the requester. For interest and dividend payments, and certain payments made with respect to readily tradable instruments, generally you will have 60 days to get a TIN and give it to the requester before you are subject to backup withholding on payments. The 60-day rule does not apply to other types of payments. You will be subject to backup withholding on all such payments until you provide your TIN to the requester. If you are a sole proprietor and you have an EIN, you may enter either your SSN or EIN. However, the IRS prefers that you use your SSN. If you are a single-owner LLC that is disregarded as an entity separate from its owner (see Limited liability company (LLC) on page 2), enter your SSN (or EIN, if you have one). If the LLC is a corporation, partnership, etc., enter the entity’s EIN. Note: See the chart on page 4 for further clarification of name and TIN combinations. Note: Writing “Applied For”means that you have already applied for a TIN or that you intend to apply for one soon. Caution: A disregarded domestic entity that has a foreign owner must use the appropriate Form W-8. 9. A futures commission merchant registered with the Commodity Futures Trading Commission; 10. A real estate investment trust; 11. An entity registered at all times during the tax year under the Investment Company Act of 1940; 12. A common trust fund operated by a bank under section 584(a); 13. A financial institution; 14. A middleman known in the investment community as a nominee or custodian; or 15. A trust exempt from tax under section 664 or described in section 4947. THEN the payment is exempt for . . . If the payment is for . . . All exempt recipients except for 9 Interest and dividend payments Exempt recipients 1 through 13. Also, a person registered under the Investment Advisers Act of 1940 who regularly acts as a broker Broker transactions Exempt recipients 1 through 5Barter exchange transactions and patronage dividends Generally, exempt recipients 1 through 7 2 Payments over $600 required to be reported and direct sales over $5,000 1 1 See Form 1099-MISC, Miscellaneous Income, and its instructions. 2 However, the following payments made to a corporation (including gross proceeds paid to an attorney under section 6045(f), even if the attorney is a corporation) and reportable on Form 1099-MISC are not exempt from backup withholding: medical and health care payments, attorneys’ fees; and payments for services paid by a Federal executive agency. The chart below shows types of payments that may be exempt from backup withholding. The chart applies to the exempt recipients listed above, 1 through 15. Form W-9 (Rev. 1-2003)Page 4 What Name and Number To Give the Requester Give name and SSN of:For this type of account: The individual1.Individual The actual owner of the account or, if combined funds, the first individual on the account 1 2.Two or more individuals (joint account) The minor 23.Custodian account of a minor (Uniform Gift to Minors Act) The grantor-trustee 14.a. The usual revocable savings trust (grantor is also trustee) 1. Interest, dividend, and barter exchange accounts opened before 1984 and broker accounts considered active during 1983. You must give your correct TIN, but you do not have to sign the certification.The actual owner 1b. So-called trust account that is not a legal or valid trust under state law2. Interest, dividend, broker, and barter exchange accounts opened after 1983 and broker accounts considered inactive during 1983. You must sign the certification or backup withholding will apply. If you are subject to backup withholding and you are merely providing your correct TIN to the requester, you must cross out item 2 in the certification before signing the form. The owner 35.Sole proprietorship or single-owner LLC Give name and EIN of:For this type of account: 3. Real estate transactions. You must sign the certification. You may cross out item 2 of the certification. A valid trust, estate, or pension trust 6. Legal entity 4 4. Other payments. You must give your correct TIN, but you do not have to sign the certification unless you have been notified that you have previously given an incorrect TIN. “Other payments”include payments made in the course of the requester’s trade or business for rents, royalties, goods (other than bills for merchandise), medical and health care services (including payments to corporations), payments to a nonemployee for services, payments to certain fishing boat crew members and fishermen, and gross proceeds paid to attorneys (including payments to corporations). The corporationCorporate or LLC electing corporate status on Form 8832 7. The organizationAssociation, club, religious, charitable, educational, or other tax-exempt organization 8. 5. Mortgage interest paid by you, acquisition or abandonment of secured property, cancellation of debt, qualified tuition program payments (under section 529), IRA or Archer MSA contributions or distributions, and pension distributions. You must give your correct TIN, but you do not have to sign the certification. The partnershipPartnership or multi-member LLC 9. The broker or nomineeA broker or registered nominee 10. The public entityAccount with the Department of Agriculture in the name of a public entity (such as a state or local government, school district, or prison) that receives agricultural program payments 11. Privacy Act Notice 1 List first and circle the name of the person whose number you furnish. If only one person on a joint account has an SSN, that person’s number must be furnished. 2 Circle the minor’s name and furnish the minor’s SSN. 3 You must show your individual name, but you may also enter your business or “DBA”name. You may use either your SSN or EIN (if you have one). 4 List first and circle the name of the legal trust, estate, or pension trust. (Do not furnish the TIN of the personal representative or trustee unless the legal entity itself is not designated in the account title.) Note: If no name is circled when more than one name is listed, the number will be considered to be that of the first name listed. Sole proprietorship or single-owner LLC The owner 3 12. Part II. Certification For a joint account, only the person whose TIN is shown in Part I should sign (when required). Exempt recipients, see Exempt from backup withholding on page 2. You must provide your TIN whether or not you are required to file a tax return. Payers must generally withhold 30% of taxable interest, dividend, and certain other payments to a payee who does not give a TIN to a payer. Certain penalties may also apply. To establish to the withholding agent that you are a U.S. person, or resident alien, sign Form W-9. You may be requested to sign by the withholding agent even if items 1, 3, and 5 below indicate otherwise. Section 6109 of the Internal Revenue Code requires you to provide your correct TIN to persons who must file information returns with the IRS to report interest, dividends, and certain other income paid to you, mortgage interest you paid, the acquisition or abandonment of secured property, cancellation of debt, or contributions you made to an IRA or Archer MSA. The IRS uses the numbers for identification purposes and to help verify the accuracy of your tax return. The IRS may also provide this information to the Department of Justice for civil and criminal litigation, and to cities, states, and the District of Columbia to carry out their tax laws. We may also disclose this information to other countries under a tax treaty, or to Federal and state agencies to enforce Federal nontax criminal laws and to combat terrorism. Signature requirements. Complete the certification as indicated in 1 through 5 below. E-VERIFY COMPLIANCE AFFIDAVIT The undersigned being duly sworn upon (his)(her) oath, now says that I, _____________ (name), _____________________________(position) at _________________________(business entity), do hereby state that ____________________________________(business entity) does not knowingly employ unauthorized aliens and participates in the E-Verify Program when it hires new employees to confirm their work eligibility. I swear or affirm, under the penalties for perjury, that the foregoing statements are true. ____________________________ Signature of affiant (include title and name of business entity) WAGERATECRAFT PERHOURH&WPENSION TRAINING CAPCI SAP CIPCCI IUCSAT OTHER FICA FUI SUI WC OTHERTOTALNUMBEROFEMPLOYEESONSITE:SIGNATURE TITLE DATEFRINGEBENEFITS LABORBURDENScheduleofWagesPROJECTANDLOCATIONNameofContractorPROJECTORCONTRACTNO.WORKCLASSIFICATION EXHIBIT "A" WAGE SCALE AFFIDAVIT I, ___________________________________, _____________________________________ (name) (officer) of _________________ (Company Name), do hereby certify that the specified minimum wage scale for the stated Project being performed for _________________ (Owner Name) is being met by this firm. _________________________________ Name _____________________(Company Name) _________________________________ Date NOT APPLICABLE TSC 216120 Bid Bond Section 00 41 00-1 SECTION 00 41 00 – BID BOND PART 1 - GENERAL 1.01 DESCRIPTION The Bid Bond for this Project is the “Construction Management Edition, Bid Bond of the Contract for Construction", AIA Document A310, 2010 Edition, a copy of which is bound hereinafter. END OF SECTION 00 41 00 TSC 216120 Subcontractors and Products List Section 00 43 50-1 SECTION 00 43 50 - SUBCONTRACTORS AND PRODUCTS LIST PART 1 - GENERAL 1.01 DESCRIPTION A. The two (2) low responsive Bidders in each Bid Category shall furnish electronically, the following Subcontractors and Products List to the Construction Manager within two (2) working days (48 hrs.) of bid opening, unless submitted with Bid. . The blanks appropriate to the Bid Category(ies) on which they bid shall be completed. 1. The Owner and Architect shall have the right to select any material or equipment named in the Specifications for any particular item where the Bidder either fails to list same or lists more than one name for the item in question. 2. It is intended that this list will show the manufacturer and supplier of major items of work that will be subcontracted and to whom. 1.02 INSTRUCTIONS FOR SUBCONTRACTORS AND PRODUCTS LISTS A. Each Bidder shall submit a copy of his list of subcontractors and manufacturers of products and equipment proposed for work indicated as required above. B. The list shall be submitted on forms provided and shall be completely executed. "As Specified" or "With Equipment" type of terminology will not be accepted. C. Under "Subcontractor", insert the name of the firm which the Bidder proposes to have perform the respective work. If work will be done by the Prime Bidder and no subcontract will be awarded, state "By Own Forces". D. Submission does not constitute acceptance for use of listed manufacturers' products. Materials and subcontractors are subject to the provisions of the General Conditions and "Standard of Product Acceptability" and must be formally reviewed and adjudged acceptable by the Architect/Engineer. E. Engineer, Architect and Owner reserve the right to reject submissions of materials, work, or subcontractors that do not, in their opinion, meet the requirements of Drawings, Specifications or job conditions. F. Materials and subcontractors used for work on the Project shall be in accordance with accepted material list. 1. The list is intended to assure use of materials and vendors acceptably equivalent to those specified and is not a substitution sheet or complete listing of required materials or services. TSC 216120 Subcontractors and Products List Section 00 43 50-2 2. Substitutions for listed items will not be allowed, except when termed acceptable, in writing by the Architect/Engineer, provided that substitution will result in a cost savings to the Owner , determined by the Owner to be a better product,or is made necessary due to unavailability of listed item. Unavailability shall be confirmed in writing by manufacturer named on accepted list. TSC 216120 Subcontractors and Products List Section 00 43 50-3 1.03 CIVIL AND ARCHITECTURAL WORK SUBCONTRACTORS AND PRODUCTS LIST BID CATEGORY NO. 1 – General Trades (Insert Category No. and Name) NAME OF BIDDER The undersigned hereby submits the following Subcontractors and Products List which becomes a part of the undersigned Contract proposal. Subcontractor purchased material, equipment, and labor shall be under the direct management and control of the Prime Contractor. If a dual listing of manufacturers and subcontractors is herein made, it is understood the Architect/Engineer (not the Contractor) will select the manufacturer or subcontractor of his choice. CIVIL AND ARCHITECTURAL WORK Section Description Subcontractor Manufacturer 02 41 19 Selective Demolition 03 06 30.01 Concrete Schedule 03 06 30.03 Concrete Mix Design Submittal 03 30 00 Cast-in-Place Concrete 04 20 00 Unit Masonry 05 12 00 Structural Steel Framing 05 50 00 Metal Fabrications 06 10 00 Rough Carpentry 06 41 16 Plastic-Laminate-Faced Architectural Cabinets 06 61 16 Solid Surface Fabrications 07 21 00 Thermal Insulation 07 84 13 Penetration Firestopping 07 84 43 Joint Firestopping 07 92 00 Joint Sealants 08 11 13 Hollow Metal Doors and Frames 08 13 16 Aluminum Doors 08 14 16 Flush Wood Doors TSC 216120 Subcontractors and Products List Section 00 43 50-4 Section Description Subcontractor Manufacturer 08 16 13 Fiberglass Doors 08 31 13 Access Doors and Frames 08 33 23 Overhead Coiling Doors 08 41 13 Aluminum-Framed Entrances and Storefront Framing 08 42 26 All-Glass Entrances 08 51 13 Aluminum Windows 08 62 23 Tubular Skylight 08 71 00 Door Hardware 08 80 00 Glazing 09 21 16 Gypsum Board Assemblies 09 30 00 Tiling 09 51 13 Acoustical Panel Ceilings 09 54 23 Linear Metal Ceilings 09 65 13 Resilient Base and Accessories 09 65 19 Resilient Tile Flooring 09 68 13 Tile Carpeting 09 91 23.61 Interior Painting/Repainting 09 96 00 High-Performance Coatings 09 96 63 Interior Finish System 09 97 23 Concrete and Masonry Coatings 10 11 00 Visual Display Units 10 22 13 Wire Mesh Partitions 10 28 00 Toilet, Bath, and Laundry Accessories 10 41 16 Lock Box 10 44 13 Fire Extinguisher Cabinets 10 44 16 Fire Extinguishers 10 57 00 Wardrobe and Closet Specialties TSC 216120 Subcontractors and Products List Section 00 43 50-5 Section Description Subcontractor Manufacturer 12 21 16 Vertical Louver Blinds 12 24 13 Roller Window Shades 12 48 13 Entrance Floor Mats and Frames 13 34 19.00 Metal Building Systems 13 34 19.01 Guarantee Form 31 10 00 Site Clearing 31 20 00 Earth Moving 31 25 00 Erosion Control 31 32 00 Geotextiles 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 13 73 Concrete Paving Joint Sealants 32 31 13 Chain Link Fences and Gates 33 41 00 Storm Utility Drainage Piping Name of Bidder: Date: Address: City/State/Zip: Telephone: By: TSC 216120 Subcontractors and Products List Section 00 43 50-6 1.04 MECHANICAL WORK SUBCONTRACTORS AND PRODUCTS LIST BID CATEGORY NO. 2 - Mechanical (Insert Category No. and Name) NAME OF BIDDER The undersigned hereby submits the following Subcontractors and Products List which becomes a part of the undersigned Contract proposal. Subcontractor purchased material, equipment, and labor shall be under the direct management and control of the Prime Contractor. If dual listing of manufacturers or subcontractors is herein made, it is understood the Architect/Engineer (not the Contractor) will select the manufacturer or subcontractor of his choice. MECHANICAL WORK Section Description Subcontractor Manufacturer 21 05 00 Common Work Results for Fire Suppression 21 10 00 Water-Based Fire Suppression Systems 22 00 02 Work in Existing Buildings 22 05 00 Common Work Results for Plumbing 22 05 23 General-Duty Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 00 Plumbing Insulation 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties 22 13 16 Sanitary, Waste, and Vent Piping System 22 40 00 Plumbing Fixtures 23 01 30 HVAC Air Duct Cleaning TSC 216120 Subcontractors and Products List Section 00 43 50-7 Section Description Subcontractor Manufacturer 23 05 00 Common Work Results for HVAC 23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 00 HVAC Insulation 23 23 00 Refrigerant Piping 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 34 23 HVAC Power Ventilators 23 37 13 Diffusers, Registers, and Grilles 23 37 23 HVAC Gravity Ventilators 23 62 00 Packaged Compressor and Condenser Units 23 72 00 Air-to-Air Energy Recovery Equipment 23 82 19 Fan Coil Units 23 82 25 Variable Refrigerant Volume – VRV 23 82 26 Variable Refrigerant Volume (VRV) HVAC System Advanced Multi-Zone Controller 23 82 33 Convectors 23 82 39 Unit Heaters TSC 216120 Subcontractors and Products List Section 00 43 50-8 Plumbing Fixtures: Manufacturer: a) b) c) d) e) f) g) h) i) j) k) l) Name of Bidder: Date: Address: City/State/Zip: Telephone: By: TSC 216120 Subcontractors and Products List Section 00 43 50-9 1.05 ELECTRICAL WORK SUBCONTRACTORS AND PRODUCTS LIST BID CATEGORY NO. 3 - Electrical (Insert Category No. and Name) NAME OF BIDDER The undersigned hereby submits the following Subcontractors and Products List which becomes a part of the undersigned Contract proposal. Subcontractor purchased material, equipment, and labor shall be under the direct management and control of the Prime Contractor. If dual listing of manufacturers or subcontractors is herein made, it is understood the Architect/Engineer (not the Contractor) will select the manufacturer or subcontractor of his choice. ELECTRICAL WORK Section Description Subcontractor Manufacturer 26 00 05 Electrical Demolition 26 00 50 General Electrical Requirements 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Conduit and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 48 Vibration and Seismic Controls for Electrical Systems 26 05 53 Identification for Electrical Systems 26 09 23 Lighting Control Devices 26 22 00 Low-Voltage Transformers 26 24 16 Panelboards 26 27 26 Wiring Devices TSC 216120 Subcontractors and Products List Section 00 43 50-10 Section Description Subcontractor Manufacturer 26 28 16 Enclosed Switches and Circuit Breakers 26 29 13 Enclosed Controllers 26 51 00 Interior Lighting 26 56 00 Exterior Lighting 27 01 00 Operation and Maintenance of Communications Systems 27 05 00 Common Work Results for Communications 27 05 28 Pathways for Communications Systems 27 05 53 Identification for Communications Systems 27 15 15 Communications Copper Horizontal Cabling Name of Bidder: Date: Address: City/State/Zip: Telephone: By: END OF SECTION 00 43 50 TSC 216120 Agreement Section 00 50 00-1 SE2CTION 00 50 00 - AGREEMENT PART 1 - GENERAL 1.01 DESCRIPTION The Agreement shall be the "Construction Management Edition, Standard Form of Agreement between Owner and Contractor", AIA Document A132 - 2009, a draft copy is included herein, and which when executed, will become a part of the Contract Documents of the successful Bidder. END OF SECTION 00 50 00 TSC 216120 Performance and Payment Bond Section 00 61 00-1 SECTION 00 61 00 - PERFORMANCE AND PAYMENT BOND PART 1 - GENERAL 1.01 DESCRIPTION The Performance and Payment Bond for this Project are the AIA Document A312, 2010 Edition, a copy of which is bound hereinafter. END OF SECTION 00 61 00 TSC 216120 General Conditions Section 00 70 00-1 SECTION 00 70 00 - GENERAL CONDITIONS PART 1 - GENERAL 1.01 DESCRIPTION The amended General Conditions for this Project is AIA Document A232 -2009, a copy of which is bound hereinafter. END OF SECTION 00 70 00 TSC 216120 Certificate of Insurance – 00 82 00-1 SECTION 00 82 00 - CERTIFICATE OF INSURANCE PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A INSURED INSURER B INSURER C INSURER D COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD’L NSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS X GENERAL LIABILITY EACH OCCURRENCE $1,000,000 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES (Ea. occurrence) $50,000 CLAIMS MADE x OCCUR MED EXP (Any one person) $5,000 PERSONAL & ADV. INJURY $1,000,000 GEN’L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 POLICY PRO-JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 X AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea. accident) $1,000,000 x ANY AUTO BODILY INJURY (Per person) $500,000 ALL OWNED AUTOS BODILY INJURY (Per accident) $500,000 SCHEDULE AUTOS PROPERTY DAMAGE (Per accident) $500,000 HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY Auto only – ea. accident $ ANY AUTO Other than auto only: EA ACC $ AGG $ X EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $2,000,000 OCCUR CLAIMS MADE AGGREGATE $2,000,000 $ DEDUCTIBLE $ RETENTION $ WORKER’S COMPENSATION AND EMPLOYERS’ LIABILITY WC STATU- TORY LIMITS OTH-ER $ ANY PROPRIETORY/PARTNER/EXECUTIVE OFFICER MEMBER EXCLUDED? E.L. EACH ACCIDENT $500,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE – EA EMPLOYEE $500,000 E.L. DISEASE – POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Project: 216120 – Additions and Renovations to Main Transportation Center - The Skillman Corporation & all parties required by contract are added as additional insureds on GL including completed operations & additional insureds on Auto Liab but only w/respects to liability arising out of the work performed by/on behalf of named ins for above project with coverage being primary & noncontributory. Waiver of Subrogation is added to GL, Auto & WC in favor of additional insureds. Umbrella is follow form to additional insureds/primary & noncontributory on GL and Waiver of Subrogation on GL & WC. WC applies in Indiana. CERTIFICATE HOLDER CANCELLATION Carmel Clay Schools c/o The Skillman Corporation 3834 S. Emerson Avenue Indianapolis, IN 46203 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATED THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE (Signed or stamped signature) TSC 216120 Escrow Agreement Section 00 82 50-1 RETAINAGE PUBLIC CONTRACTS ESCROW AGREEMENT (Contracts in Excess of $200,000) THIS ESCROW AGREEMENT made and entered into this _________day of ________________, 20__, by and between ___________________________________________________ (herein called Owner), ________________________________________, Contractor, (herein called Contractor), and _______________________________ as Escrow Agent, (herein called Escrow Agent) witnesseth: WHEREAS, Owner and Contractor entered into a contract dated _____________, 20__, providing for the construction by Contractor of a public building, work or improvement subject to the provisions of Section 153.63 ORC; WHEREAS, said construction contract provides that portions of payments by Owner to Contractor shall be retained by Owner (herein called Retainage) and placed in an escrow account; NOW, THEREFORE, it is agreed as follows: 1. Owner will hereinafter deliver or cause to be delivered to Agent the Retainage, to be held in escrow in accordance with the terms of this agreement. 2. The Escrow Agent shall invest all escrowed principal in obligations selected by the Escrow Agent The Escrow Agent may commingle the escrowed funds with funds held in other escrowed accounts. 3. The Escrow Agent shall hold the escrowed principal and income until receipt of notice from the board and the contractor specifying the part of the escrowed principal to be released from escrow and the person to whom that portion is to be released. Upon receipt of such notice, the Escrow Agent shall consider it a direction and remit the designated portion of escrowed principal as directed. 4. Upon receipt of notice by the board and the contractor the Escrow Agent shall remit the designated part of escrow principal and the same proportion of the then escrowed income to the person specified in the notice. Escrow Agent shall deduct, before any payment for income received hereunder, its fee as Escrow Agent, which fee shall in no event exceed __________ of said income earned. The Escrow Agent's fee shall be computed, subject to the aforesaid limitation as follows: _______ of Income on the first ______ of Income _______ of Income on the next _______ of Income _______ of Income on the next _______ of Income _______ of Income on all Income in excess of____ The minimum fee shall be _______ per calendar quarter with total minimum for the life of the Agreement of _______ subject to the aforesaid limitations. 5. In event of controversy, the Escrow Agent shall pay over the net sum held by it hereunder as follows: (a) Payment by joint authorization: Upon receipt of a joint written authorization executed by the Contractor and the Owner, the Escrow Agent will make distribution in accordance with such written direction. (b) Payment by court order: In the absence of joint written authorization the Escrow Agent will make TSC 216120 Escrow Agreement Section 00 82 50-2 distribution in the manner directed by a certified or file stamped copy of a court order resolving the disputed claim or directing a specific distribution of all or any portion of said funds. 6. This Agreement and anything done or performed hereunder by either the Contractor or Owner shall not be construed to prejudice or limit the claims which either party may have against the other arising out of the aforementioned construction agreement. 7. The duties and responsibilities of the Escrow Agent shall be limited to those expressly set forth herein, to hold such money and to pay and deliver to such person and under such conditions as herein set forth. Escrow Agent shall act in good faith using its best judgment. Escrow Agent shall not be liable for any act taken or omitted in good faith and shall be fully protected when relying on any written notice, demand, certificate or document which it believes to be genuine. (a) This instrument constitutes the entire agreement between the parties regarding the duties of the Escrow Agent with respect to the investment and payment of escrow funds. ____________________________ ____________________________ (Contractor) (Owner) By:__________________________ By:__________________________ Address______________________ Address______________________ _____________________________ _____________________________ _____________________________ (Escrow Agent) By: _________________________ _________________________ (Printed Name and Title) TSC 216120 Multiple Contract Summary Section 01 12 00-1 SECTION 01 12 00 - MULTIPLE CONTRACT SUMMARY PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of the Prime Contract, including amended General Conditions and other Division 1 Specification Sections, apply to Work of this Section. 1.02 SUMMARY A. The intent of this Section is to indicate the Work required by the Contractors and to provide information regarding the duties, responsibilities, and cooperation required by the Contractors, with similar requirements for the subcontractors and suppliers. B. Owners right to maintain current operations C. Occupancy requirements D. Work by Owner E. Permits, fees, and notices F. Labor and materials G. Verifications of existing dimensions H. Project security I. Coordination of work J. Time of commencement and completion K. Schedule of contract responsibilities 1.03 WORK UNDER SEPARATE CONTRACTS A. Prime Contracts are defined to include the following contracts described in the Schedule of Contract Responsibilities included hereinafter; and each is recognized to be a major part of the project, with Work to be performed concurrently and in close coordination with Work of other Prime Contracts. B. The "Contract Documents," as defined in the General Conditions, include "the Drawings." Although Drawings are grouped and identified by classification of the Work, Contractors shall be responsible for their Work as specified herein and as TSC 216120 Multiple Contract Summary Section 01 12 00-2 indicated on the Drawings. Although the majority of the Drawings are "to scale," Contractors are directed to use indicated dimensions for determining material quantities and for other reasons. No additional monies will be allowed due to Contractors using "scaling instruments" to determine material quantities or for other reasons. C. Separate prime contracts will be awarded as per the "Schedule of Contract Responsibilities" (see Part 3 – Execution). Contractors shall include Work required by the Specifications and Drawings for each contract area defined in the Schedule. D. Work for the complete construction of the Project will be under multiple prime contracts with the Owner. The Construction Manager will manage the construction of the Project. E. Each Contractor shall be responsible for demolition and disposal of existing items relative to his Contract. 1.04 ADMINISTRATIVE RESPONSIBILITIES OF PRIME CONTRACTORS AND CM A. The Construction Manager shall be responsible for the maintenance of the Construction Schedule and management of every phase of the Work. 1. Each Contractor shall read the Specifications and Drawings for other separate Contracts for fixed equipment and the like to be incorporated or attached or built in to the Work; and familiarize himself with the requirements and responsibilities of other Contracts to enable the required coordination and supervision. 2. Each Contractor shall also familiarize himself with other items to be incorporated into the Work including equipment and Work by the Owner. 3. Each Contractor shall cooperate with the Construction Manager in notifying him when the Work is at a stage to require the services of other Contractors and shall notify the Construction Manager in the event that such other Contractors do not carry out their responsibilities in connection with such notification. B. Contractors shall cooperate with and assist the Construction Manager in the preparation of construction progress and procedures, schedule of product deliveries, and their effect on the overall project progress and completion. Other Contractors shall cooperate in getting their Work and the Work of their subcontractors completed according to the schedule as prepared and maintained by the Construction Manager. Each Contractor shall immediately notify the Construction Manager of a delay in delivery of products or the scheduled date of completion that may affect the total progress of construction. C. The Owner will furnish the topographical survey, either as a part of these Drawings or separately, giving the general topographical lines existing at the site and the property lines. TSC 216120 Multiple Contract Summary Section 01 12 00-3 D. Contractors required to make connections to existing utilities, especially sewerage where gravity flow occurs, shall verify grades and locations at points of such connections and shall notify the Construction Manager of circumstances which would adversely affect the proper flow or connection to such facilities. 1.05 PRIME CONTRACTORS USE OF PREMISES A. General: During the construction period, the Prime Contractors jointly shall have full use of the premises for construction operations, including use of the site. Each Prime Contractor’s use of the premises is limited only by the Owner’s right to perform work or to retain other Contractors on portions of the Project. (OR) B. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated. 1. Owner Occupancy: Allow for Owner occupancy and use by the public. 2. Driveways and Entrances: Keep driveways and entrances serving the premises clear and available to the Owner, the Owner’s employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site. C. Use of the Existing Building: Maintain the existing building in a weathertight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. 1.06 OWNERS RIGHT TO MAINTAIN OPERATIONS A. During the course of this Project, normal and customary functions and operations must be maintained. The Contract Documents are intended to define a strict separation between the school activities of students and staff from the activities of the construction project. B. The Construction Manager, Architect, and Owner will not tolerate any visible or audible actions initiated or responded to by any employees of Contractors on this Project toward any students, teachers, or staff members at the school system. Violators shall be promptly removed from the site. C. The Owner intends to instruct students, teachers, and staff to refrain from communications with Contractor’s personnel working on this Project. All communication with Owner and staff shall be through the Construction Manager. D. Contractors must expend their best effort toward protection of the health, safety, and welfare of occupants on the Owner’s property during the course of Work on this Project. TSC 216120 Multiple Contract Summary Section 01 12 00-4 1.07 OCCUPANCY REQUIREMENTS A. Full Owner Occupancy: The Owner will occupy the site and existing building during the entire construction period. Cooperate with the Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with the Owner’s operations. B. Partial Owner Occupancy: The Owner reserves the right to occupy and to place and install equipment in completed areas of the building prior to Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placing of equipment and partial occupancy shall not constitute acceptance of the total Work. 1. The Construction Manager will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner occupancy. 2. Party which obtained general building permit shall obtain a Certificate of Occupancy from local building officials prior to Owner occupancy. 3. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully operational. Required inspections and tests shall have been successfully completed. Upon occupancy, the Owner will operate and maintain mechanical and electrical systems serving occupied portions of the building. 4. Upon occupancy, the Owner will assume responsibility for maintenance and custodial service for occupied portions of the building. 1.08 WORK BY OWNER A. The Owner intends to complete the following items of Work outside the provisions of these Contract Documents. Contractors shall not restrict or interfere with the Owner's right to the Project to accomplish this Work. 1. Equipment and furniture except as scheduled and specified under Divisions 11 and 12 and shown on the Drawings. 2. Items which may be deleted from Contracts for Work as required by the Contract Documents. 3. Existing school maintenance work. 4. The purchase and supplying of certain materials as noted in the Project Manual. 5. The Owner, under separate contract, shall provide removal of identified asbestos containing materials from the existing structure. The asbestos report is available through the Construction Manager upon request. TSC 216120 Multiple Contract Summary Section 01 12 00-5 1.09 PERMITS, FEES, AND NOTICES A. The Construction Manager will secure the general building permit for the Owner. Each Contractor shall secure and pay for other permits, governmental fees, and licenses necessary for the proper execution and completion of his Work, which are applicable at the time the bids are also received. Fees to relocate utilities on Owner's property shall be included in the bid of the Contractor doing the relocation. 1. State filing fees for plan approval are the responsibility of the Owner and will be paid by the Owner. B. Utility Tie-Ins: Shall be arranged with local utility company and other involved parties for minimum interruption of service. C. Shutdowns of existing systems shall be limited to minimum time required and scheduled with other involved parties. Provide 2 days written notice of shutdown to Construction Manager and Owner. D. Inspections of installed work shall be performed by the governing authority as arranged for by the Contractor. Work shall not be covered until approved. E. Each Contractor shall give notices and comply with laws, ordinances, rules, regulations, and orders of public authorities bearing on the performance of his Work. If a Contractor observes that the Contract Documents are at variance therewith, he shall promptly notify the Construction Manager in writing, and necessary changes shall be adjusted by appropriate notification. If a Contractor performs Work knowing it to be contrary to such laws, ordinances, rules, and regulations, and without such notice to the Construction Manager, he shall assume full responsibility therefore and shall bear the costs attributable thereto. 1.10 LABOR AND MATERIALS A. Unless otherwise specifically noted, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of his Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. B. Each Contractor shall enforce strict discipline and good order among his employees or other persons carrying out Work of his Contract and shall not permit employment of unfit person or persons or anyone not skilled in the task assigned to them. TSC 216120 Multiple Contract Summary Section 01 12 00-6 C. Contractors and Subcontractors shall be subject to such rules and regulations for the conduct of the Work as the Owner may establish. Employees shall be properly and completely clothed while working. Bare torsos, legs and feet will not be allowed. Possession or consumption of alcoholic beverages or drugs, tobacco or other noxious behavior on the site is strictly prohibited. Violators shall be promptly removed from the site. Smoking is not permitted on school property or within school buildings. D. Contractors will conduct criminal background checks (extent of and/or service to be used will be established by the Owner) on every employee assigned to work on the Project and clear them through the National Sex Offender Registry prior to their assignment to Project. Contractors will require the same of sub-contractors. E. ID Badges will be issued by The Skillman Corporation upon receipt of verification from the Contractor that the employee/subcontractor employee or independent contractor has a satisfactory record to work on the Project. F. E-Verify Compliance: Pursuant to I.C. 22-5-1.7, Contractor shall enroll in and verify the work eligibility status of all newly hired employees of Contractor through the E-Verify Program (Program). Contractor is not required to verify the work eligibility status of all newly hired employees through the Program if the Program no longer exists. Also pursuant to I.C. 22-5-1.7, Contractor must execute an affidavit affirming that the Contractor does not knowingly employ an unauthorized alien and confirming Contractor’s enrollment in the Program, unless the Program no longer exists, shall be filed with the Owner prior to the execution of this contract. This contract shall not be deemed fully executed until such affidavit is delivered to the Owner. Contractor and its subcontractors shall not knowingly employ or contract with an unauthorized alien or retain an employee or contract with a person that contractor or its subcontractor subsequently learns is an unauthorized alien. If Contractor violates this provision the Owner shall require Contractor to remedy the violation not later than thirty (30) days after the Owner notifies Contractor. If Contractor fails to remedy the violation within the thirty (30) day period, the Owner shall terminate the contract for breach of contract. If Owner terminates the contract, Contractor shall be liable to the Owner for actual damages in addition to any other contractual remedies. There is a rebuttable presumption that Contractor did not knowingly employ an unauthorized alien if Contractor verified the work eligibility status of the employee through the Program. TSC 216120 Multiple Contract Summary Section 01 12 00-7 Prior to performing any work, Contractor shall require each subcontractor to certify to Contractor that the subcontractor does not knowingly employ or contract with an unauthorized alien and has enrolled in the Program. Contractor shall maintain on file a certification from each subcontractor throughout the duration of this contract or project which is the subject of this contract. If Contractor determines that a subcontractor is in violation of this provision, Contractor may terminate its contract with the subcontractor for such violation. In Accordance With I.C. 5-16-13 Contractor must provide the E- Verify Case Number of every employee that works on the project. This requirement includes the contractor’s subs and suppliers to the fourth (4th) tier. G. The Owner is requiring that all contractors’ personnel and their onsite employees (trade employees) and subcontractors submit an expanded history check through Safe Hiring Solutions, P.O. Box 295, Danville, IN 46122, 1-888-215-8296. (Contractor is responsible for the cost of this background check). This should meet with the Owner’s approval prior to the employee starting work on the project. All contractors’ personnel and employees, once cleared for work will be issued a project identification badge that must be worn at all times while on site. All contractors will be expected to provide the required name, address, picture state driver’s license or picture state identification card information to The Skillman Corporation Site Manager no later than 24 hours in advance of the employee coming to work at the project site. H. The new Public Works Law pursuant to Indiana Code 5-16-13 Requirements for Contractors on Public Works Projects enacted by the Indiana Legislator requires, in addition to requirements already in effect, contractors to comply with the following: 1. Tier 1 –General/Prime Contractors to self-perform 15% of their total Contract. 2. Qualification thru the Department of Administration or INDOT. For the bidders on State Projects and on State Projects more than $150,000 Qualification is required prior to bidding per IC 4-13.6-4. For work on Local Unit Government Projects qualification is only required on contracts of $300,000 or more and only on projects awarded after December 31, 2016. 3. Include Written Drug Testing Plan that covers all employees of the bidder who will perform work on the public work project and meets or exceeds the requirements set in IC 4-13-18-5 or IC 4-13-18-6 with Bid. 4. Minimum Insurance Requirements $1M/occurrence $2M/aggregate. However, check your bidding requirements as the Owners may have higher limit requirements. 5. Mandatory enrollment in E-Verify by all contractors down to the 4th Tier Sub Contracts and must provide the case verification number of all employees working on the project. TSC 216120 Multiple Contract Summary Section 01 12 00-8 6. Prohibits contractors down to the 4th Tier Sub Contract from paying employees in cash. 7. Requirement to retain payroll records for 3 years 8. All contractors down to the 4th Tier Sub Contract must comply with Fair Labor Act, Indiana’s Workers Compensation and Unemployment Compensation Insurance. 9. Mandatory Training Requirements based upon number of employees. Failure to comply may result in debarment from public works projects for up to 4 years. I. All contractors down to the 4th Tier Sub Contract must maintain general liability insurance in at least the following amounts: Each Occurrence Limit of $1,000,000 and General Aggregate Limit of $2,000,000. Other requirements and limits may apply see specification section 00 08 20 Schedule of Insurance Requirements. 1.11 CUTTING AND PATCHING A. Refer to Section 01 73 10 – Cutting and Patching, for provisions on this subject. 1.12 VERIFICATIONS OF EXISTING DIMENSIONS A. When verification of existing dimensions is required, the Contractor requiring said verification for the construction or fabrication of his material shall be the Contractor responsible for the procurement of the field information. 1.13 PROJECT SECURITY A. Each Prime Contractor shall take all reasonable precautions to prevent injury, damage or loss to people and property in, on and adjacent to the project. This shall include not only their own work or property but that of other contractors and the Owner. B. If deemed necessary by The Construction Manager a project wide security program may be developed for the purpose of preventing damage or loss at the project site or property adjacent thereto. Once accepted by the Owner, contractors shall comply. 1.14 SCHEDULE OF CONTRACT RESPONSIBILITIES - SCOPE A. Contractors shall submit their proposals based on the work included under each contract area as listed herein. Include Work necessary for a complete project, as shown on the Drawings and called for in the Specifications. B. Questions concerning the phasing or "Schedule of Contract Responsibilities" should be directed to the Construction Manager, who will be the interpreter and be responsible for this Schedule of Contract Responsibilities and Contract Breakdown, prior to submitting proposals and during construction. TSC 216120 Multiple Contract Summary Section 01 12 00-9 C. The requirements of Division 1 are a part of the Work of each and every contract area. The Contractor for any one contract area shall be familiar with the Work and requirements of all other contract areas. D. Certain Specification Sections describe Work to be performed under several contract areas. (Example: 06 10 00 - Rough Carpentry.) Provide Work of this nature as required for each contract area whether or not enumerated in the Schedule of Contract Responsibilities. E. The following contract areas are broken down by Specifications Section conforming basically to the CSI format. F. The Drawings and Specifications as furnished for each of the Contracts is for the convenience of the Contractor in preparing a proposal for this Project. However, each Contractor is responsible to review the complete set of Drawings and Specifications to assure that Work required to be installed to complete his phase of the Work is included in his proposal. This "Schedule of Contract Responsibilities" is a definition of the work as it is to be bid in separate contracts. Where a specific item of Work is not defined, but is normally inherent to a trade, or is included in the scope of the applicable technical revision, it will be the responsibility of that Contractor to include the Work in his proposal. G. This "Schedule of Contract Responsibilities" is to aid each Contractor in defining the Scope of Work to be included in his proposal. However, omissions from this "Schedule of Responsibilities" do not relieve the Contractor from including in his proposal that Work which will be required to complete his Contract. Each Contractor should read the "Schedule of Contract Responsibilities" completely to familiarize himself with the Work of other Contractors that may have Work in adjacent areas and to coordinate the interfacing problems that may occur as the work is assembled and constructed. H. Where specific Work is to be completed under a particular phase of the Project and the Work is wholly or partially completed by other trades because of the type of work involved or jurisdictional trade agreements, the Contractor will be responsible to subcontract the Work as necessary to complete the Work included in his Contract. No delay in the Work will be allowed due to the failure of the Contractor to subcontract related work required by jurisdictional trade agreements. 1.15 COORDINATION OF WORK A. Each Contractor is responsible to coordinate his Work with the Work of other trades and other Contractors and requirements of the school system. The Contractor must make space allowances for Work of other Contractors; provide necessary openings where indicated or implied by the Drawings and Specifications. Each Contractor is responsible to protect his own Work. TSC 216120 Multiple Contract Summary Section 01 12 00-10 1.16 TIME OF COMMENCEMENT AND COMPLETION A. The Contractor shall commence work within ten (10) days after being notified in writing to proceed and shall complete the Work within the time limitations established in the Form of Agreement. 1. It is anticipated that construction will start within 60 calendar days after receipt of bids. 2. Construction shall be complete within 120 consecutive calendar days, or earlier, after Notice to Proceed. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 SCHEDULE OF CONTRACT RESPONSIBILITIES 3.02 GENERAL REQUIREMENTS A. PROVIDED BY OWNER THROUGH THE CONSTRUCTION MANAGER Section 01 32 00 Schedules and Reports Section 01 45 10 Testing Laboratory Services B. PROVIDED BY ALL CONTRACTORS AS APPLICABLE Section 01 12 00 Multiple Contract Summary Section 01 2300 Alternates Section 01 25 00 Contract Modification Procedures Section 01 28 00 Schedule of Values Section 01 29 00 Applications for Payment Section 01 31 00 Project Meetings Section 01 32 00 Schedules and Reports Section 01 33 00 Submittal Procedures Section 01 40 00 Quality Requirements Section 01 45 10 Testing Laboratory Services (Paragraph 1.05) Section 01 50 50 Temporary Facilities and Controls Section 01 54 60 Environment Protection Section 01 54 80 Utility Protection Section 01 56 30 Water Control Section 01 56 90 Housekeeping & Safety Section 01 59 20 Offices and Sheds Section 01 60 00 Product Requirements Section 01 72 50 Work Layout Section 01 73 10 Cutting and Patching Section 01 77 00 Contract Closeout TSC 216120 Multiple Contract Summary Section 01 12 00-11 C. PROVIDED BY DESIGNATED CONTRACTORS Section 01 21 00 Allowances Section 01 51 10 Temporary Electricity, Lighting and Warning Systems Section 01 51 30 Temporary Heating, Ventilation and Cooling Section 01 51 50 Temporary Water Section 01 51 60 Temporary Sanitary Facilities Section 01 51 80 Temporary Fire Protection Section 01 52 10 Construction Aids and Temporary Enclosures Section 01 52 60 Rubbish Container Section 01 53 10 Fences (Temporary Security) Section 01 53 20 Tree and Plant Protection Section 01 53 30 Barricades Section 01 55 00 Access Roads and Parking Areas Section 01 56 20 Dust Control Section 01 56 80 Erosion Control Section 01 71 50 Final Cleaning Section 01 72 00 Field Engineering 3.03 BID CATEGORIES A. BID CATEGORY NO. 1 – General Trades General Requirements in Paragraph 3.02.B above. Section 01 21 00 Allowances Section 01 51 50 Temporary Water Section 01 51 60 Temporary Sanitary Facilities Section 01 51 80 Temporary Fire Protection Section 01 52 10 Construction Aids and Temporary Enclosures Section 01 52 60 Rubbish Container Section 01 53 10 Fences (Temporary Security) Section 01 53 20 Tree and Plant Protection Section 01 53 30 Barricades Section 01 55 00 Access Roads and Parking Areas Section 01 56 20 Dust Control Section 01 56 80 Erosion Control Section 01 71 50 Final Cleaning Section 01 72 00 Field Engineering Section 02 41 19 Selective Demolition Section 03 06 30.01 Concrete Schedule Section 03 06 30.03 Concrete Mix Design Submittal Section 03 30 00 Cast-in-Place Concrete Section 04 20 00 Unit Masonry Section 05 12 00 Structural Steel Framing Section 05 50 00 Metal Fabrications Section 06 10 00 Rough Carpentry Section 06 41 16 Plastic-Laminate-Faced Architectural Cabinets TSC 216120 Multiple Contract Summary Section 01 12 00-12 Section 06 61 16 Solid Surface Fabrications Section 07 21 00 Thermal Insulation Section 07 84 13 Penetration Firestopping Section 07 84 43 Joint Firestopping Section 07 92 00 Joint Sealants Section 08 11 13 Hollow Metal Doors and Frames Section 08 13 16 Aluminum Doors Section 08 14 16 Flush Wood Doors Section 08 16 13 Fiberglass Doors Section 08 31 13 Access Doors and Frames Section 08 33 23 Overhead Coiling Doors Section 08 41 13 Aluminum-Framed Entrances and Storefront Framing Section 08 42 26 All-Glass Entrances Section 08 51 13 Aluminum Windows Section 08 62 23 Tubular Skylight Section 08 71 00 Door Hardware Section 08 80 00 Glazing Section 09 21 16 Gypsum Board Assemblies Section 09 30 00 Tiling Section 09 51 13 Acoustical Panel Ceilings Section 09 54 23 Linear Metal Ceilings Section 09 65 13 Resilient Base and Accessories Section 09 65 19 Resilient Tile Flooring Section 09 68 13 Tile Carpeting Section 09 91 23.61 Interior Painting/Repainting Section 09 96 00 High-Performance Coatings Section 09 96 63 Interior Finish System Section 09 97 23 Concrete and Masonry Coatings Section 10 11 00 Visual Display Units Section 10 22 13 Wire Mesh Partitions Section 10 28 00 Toilet, Bath, and Laundry Accessories Section 10 41 16 Lock Box Section 10 44 13 Fire Extinguisher Cabinets Section 10 44 16 Fire Extinguishers Section 10 57 00 Wardrobe and Closet Specialties Section 12 21 16 Vertical Louver Blinds Section 12 24 13 Roller Window Shades Section 12 48 13 Entrance Floor Mats and Frames Section 13 34 19.00 Metal Building Systems Section 13 34 19.01 Guarantee Form Section 31 10 00 Site Clearing Section 31 20 00 Earth Moving Section 31 25 00 Erosion Control Section 31 32 00 Geotextiles Section 32 12 16 Asphalt Paving TSC 216120 Multiple Contract Summary Section 01 12 00-13 Section 32 13 13 Concrete Paving Section 32 13 73 Concrete Paving Joint Sealants Section 32 31 13 Chain Link Fences and Gates Section 33 41 00 Storm Utility Drainage Piping B. BID CATEGORY NO. 2 – Mechanical General Requirements in Paragraph 3.02.B above. Section 01 21 00 Allowances Section 01 51 30 Temporary Heating, Ventilation and Cooling Section 21 05 00 Common Work Results for Fire Suppression Section 21 10 00 Water-Based Fire Suppression Systems Section 22 00 02 Work in Existing Buildings Section 22 05 00 Common Work Results for Plumbing Section 22 05 23 General-Duty Valves for Plumbing Piping Section 22 05 29 Hangers and Supports for Plumbing Piping and Equipment Section 22 05 53 Identification for Plumbing Piping and Equipment Section 22 07 00 Plumbing Insulation Section 22 11 16 Domestic Water Piping Section 22 11 19 Domestic Water Piping Specialties Section 22 13 16 Sanitary, Waste, and Vent Piping System Section 22 40 00 Plumbing Fixtures Section 23 01 30 HVAC Air Duct Cleaning Section 23 05 00 Common Work Results for HVAC Section 23 05 29 Hangers and Supports for HVAC Piping and Equipment Section 23 05 53 Identification for HVAC Piping and Equipment Section 23 05 93 Testing, Adjusting, and Balancing for HVAC Section 23 07 00 HVAC Insulation Section 23 23 00 Refrigerant Piping Section 23 31 13 Metal Ducts Section 23 33 00 Air Duct Accessories Section 23 34 23 HVAC Power Ventilators Section 23 37 13 Diffusers, Registers, and Grilles Section 23 37 23 HVAC Gravity Ventilators Section 23 62 00 Packaged Compressor and Condenser Units Section 23 72 00 Air-to-Air Energy Recovery Equipment Section 23 82 19 Fan Coil Units Section 23 82 25 Variable Refrigerant Volume – VRV Section 23 82 26 Variable Refrigerant Volume (VRV) HVAC System Advanced Multi-Zone Controller Section 23 82 33 Convectors Section 23 82 39 Unit Heaters TSC 216120 Multiple Contract Summary Section 01 12 00-14 C. BID CATEGORY NO. 3 - Electrical General Requirements in Paragraph 3.02.B above. Section 01 21 00 Allowances Section 01 51 10 Temporary Electricity, Lighting and Warning Systems Section 26 00 05 Electrical Demolition Section 26 00 50 General Electrical Requirements Section 26 05 19 Low-Voltage Electrical Power Conductors and Cables Section 26 05 26 Grounding and Bonding for Electrical Systems Section 26 05 29 Hangers and Supports for Electrical Systems Section 26 05 33 Conduit and Boxes for Electrical Systems Section 26 05 43 Underground Ducts and Raceways for Electrical Systems Section 26 05 48 Vibration and Seismic Controls for Electrical Systems Section 26 05 53 Identification for Electrical Systems Section 26 09 23 Lighting Control Devices Section 26 22 00 Low-Voltage Transformers Section 26 24 16 Panelboards Section 26 27 26 Wiring Devices Section 26 28 16 Enclosed Switches and Circuit Breakers Section 26 29 13 Enclosed Controllers Section 26 51 00 Interior Lighting Section 26 56 00 Exterior Lighting Section 27 01 00 Operation and Maintenance of Communications Systems Section 27 05 00 Common Work Results for Communications Section 27 05 28 Pathways for Communications Systems Section 27 05 53 Identification for Communications Systems Section 27 15 15 Communications Copper Horizontal Cabling Section 27 15 15TM Manufacturers Material List END OF SECTION 01 12 00 TSC 216120 Allowances Section 01 21 00-1 SECTION 01 21 00 - ALLOWANCES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 REQUIREMENTS INCLUDED A. The Specifications contain Allowances for particular items, methods of construction, quantities of materials, labor for certain items and these stated Allowances shall be included in the total lump sum bid price. 1. Should the final amounts as determined from actual costs vary from these stated Allowances, the Contract price will be adjusted by Change Order as stated in the Conditions of the Contract. 2. Under no circumstances shall work exceeding the stated Allowance amounts, proceed without a properly executed Change Order. B. A "Schedule of Allowances" showing amounts included in each prime Contract Sum, is included at the end of this Section. C. Product/Materials Allowance: At the earliest feasible date after award of Contract, advise the Architect and Construction Manager of scheduled date when final selection and purchase of each product or system described by each Allowance must be accomplished in order to avoid delays in performance of the Work. 1. As requested by the Architect, obtain and submit proposals for the work of each Allowance for use in making final selection; include recommendations for selection which are relevant to the proper performance of the Work. 2. Purchase products and systems as specifically selected (in writing) by the Architect. 3. Submit proposals and recommendations, for purchase of products or systems of Allowances, in form specified for Change Orders. 4. When requested, submit a substantiated survey of quantities of materials, as shown in the "Schedule of Values", revised where necessary, and corresponding with Change Order quantities. 5. Amount of Allowance includes: a. Net cost of product b. Delivery to the site c. Applicable taxes TSC 216120 Allowances Section 01 21 00-2 6. In addition to amount of Allowance, include in Bid, for inclusion in Contract Sum, Contractor's costs for: a. Handling at site, including unloading, uncrating and storage b. Protection from elements, from damage c. Labor, installation and finishing d. Other expenses (e.g., testing, adjusting and balancing) required to complete installation e. Overhead and profit D. Contingency Allowance: Contingency allowance shall be used only as directed for Owner's purposes. Proposal shall be submitted by Contractor for work requested in format similar to that required for Change Orders. Compensation to the Contractor for work requested utilizing this Allowance shall be for only Contractor's costs as defined by Paragraph 7.3.6 of the General Conditions, except no compensation shall be allowed for overhead and profit. At time of Project closeout, unused amounts remaining in contingency allowance shall be credited to Owner by Change Order. PART 2) - PRODUCTS, (Not Used) PART 3 - EXECUTION 3.01 PRODUCT ALLOWANCE 3.02 CONTINGENCY ALLOWANCES Allow a lump sum additional work required but not indicated on Drawings or reasonably anticipated. A. Bid Category No. General Trades $30,000 B. Bid Category No. Mechanical $10,000 C. Bid Category No. Electrical $10,000 END OF SECTION 01 21 00 TSC 216120 Alternates 01 23 00-1 SECTION 01 23 00 - ALTERNATES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division 1 Specification Sections, apply to work of this Section. 1.02 PURPOSE A. The Bids for the Alternates described herein are required in order for the Owner to obtain information necessary for the proper consideration of the Project in its entirety. 1.03 ALTERNATES A. Definitions: Alternates are defined as alternate products, materials, equipment, installations or systems for the Work, which may, at Owner's option and under terms established by Instructions to Bidders, be selected and recorded in the Owner- Contractor Agreement to either supplement or displace corresponding basic requirements of Contract Documents. Alternates may or may not substantially change scope and general character of the Work; and must not be confused with "allowances", "unit prices", "change orders", "substitutions", and other similar provisions. 1.04 SCHEDULE OF ALTERNATES A. ALTERNATE NO. 1: Schedule Compression. Substantial Completion August 1, 2017. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 23 00 TSC 216120 Contract Modification Procedures 01 25 00-1 SECTION 01 25 00 – CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1.01 SUMMARY A. Proposal Request. B. Request for Pricing. C. Proceed Order. D. Allowance Authorization. E. Change Order. F. Minor Changes in the Work. G. Execution of Change Documents. H. Correlation of Contractor Submittals. I. Sample Forms 1.02 RELATED DOCUMENTS A. Section 00 70 00 – Amended General Conditions B. Section 01 21 00 – Allowances 1.03 PROPOSAL REQUESTS A. Proposal requests that require adjustment to the Contract Sum or Time if accepted will be issued by the Architect to the Construction Manager, with detailed description of the proposed change and supplemental or revised Drawings and Specification as appropriate. B. Proposal Requests whether or not issued on AIA Documents G709 will be subsequently issued and tracked in the form of a Request for Proposal (RFP) by the Construction Manager. C. An issue number will be assigned by the Construction Manager to track the Architects Proposal Request and will be concurrent with the Architects Proposal Request Number. 1.04 CONSTRUCTION MANAGER INITIATED REQUEST FOR PROPOSAL (RFP) A. An RFP is a document issued by the Construction Manager to obtain pricing from Contractors on an ISSUE that may impact the Contractors Work, including Contract Time or Contact Sum. B. Tracking numbers will be assigned and conform, if applicable, to the Architects Proposal Request. If the issue is not generated thru the Architect by Proposal Request the tracking number will be begin with 5000 or other number sequence to distinguish the difference between Architect and Field generated issues that may require an RFP. TSC 216120 Contract Modification Procedures 01 25 00-2 C. Tracking numbers may not be sequential for each contractor or every RFP, as each issue may not require an RFP and or affect each contractor. D. The Contractor shall utilize and refer to the RFP tracking number, assigned by the Construction Manager, when responding, in writing, to the Construction Manager on all correspondence related to said RFP. E. The Contractor shall submit the name of the individual authorized to receive RFP documents, and be responsible for informing others in Contractor’s employ or subcontractors of to the work. F. The Contractor shall advise the Construction Manager, in writing, of the impact of the RFP, if any, upon the Contractors Work, including any adjustment in the Contract Time or the Contract Sum (in accordance with Subparagraph 7.2 of the General Conditions) within seven (7) days of receipt of the RFP. G. Failure to advise the Construction Manager, in writing, within seven (7) days of receipt of the RFP shall constitute a waiver of the Contractors right to assert a claim relating to the RFP. 1.05 PROCEED ORDER (PRO) A. The Construction Manager with consent of the Owner may issue a document, instructing the Contractor to proceed with a change in the work, for subsequent inclusion in a change order. Proceed Orders are used on emergency items or work items that are critical in maintaining the construction schedule. B. The document will describe changes in the work, and will designate the method of determining any change in contract sum or contract time. C. The Contractor shall promptly execute the change in work. D. For time and material Proceed Order work: 1. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in work. 2. The Construction Manager’s on-site representative must verify and sign the contractor’s daily timesheets, not as approval for payment, but for record that work was completed per the Proceed Order. Proceed Order authorization number must be indicated on all Daily Time Sheets. 3. Submit itemized account and supporting data after completion of change within (15) days after completion. E. The Construction Manager will determine the change allowable in contract sum and contract time as provided in the contract documents. TSC 216120 Contract Modification Procedures 01 25 00-3 1.06 ALLOWANCE AUTHORIZATION A. An allowance authorization will be issued based upon the Request for Proposal and/or the Proceed Order and the Contractor’s price quotation as approved by the Construction Manager and Owner. 1.07 CHANGE ORDER A. A change order will be issued based upon the Request for Proposal and/or the Proceed Order, and Contractor’s price quotation as approved by the Construction Manager, Architect and Owner. 1.08 MINOR CHANGES IN THE WORK A. The Architect will advise the Construction Manager of minor changes in the work not involving an adjustment to contract sum or contract time as authorized by the Amended General Conditions by issuing supplemental instructions AIA Form G710 or other form of supplemental instructions as agreed upon by the Owner. B. The Construction Manager will issue the supplemental instructions in the form of a bulletin. C. The Contractor will have seven days (in accordance with the General Conditions) to make a claim should they feel the instructions impact The Contractors Work including any adjustment in Contract Time or Contract Sum. 1.09 EXECUTION OF CHANGE DOCUMENTS A. Construction Manager will issue Change Orders and Allowance Authorizations for signature by all parties. B. Signed copies are to be returned to the Construction Manager within 14 days. 1.10 CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized change order and/or allowance authorization as a separate line item and adjust the contract sum (for Change Orders). B. Promptly submit revisions to Construction Schedule to reflect any change in contract time. C. Promptly enter changes in project record documents. TSC 216120 Contract Modification Procedures 01 25 00-4 1.11 FORMS A. Samples of RFP, Proceed Order, Change Order and Allowance Authorization forms follow this section. END OF SECTION 01 25 00 REQUEST FOR PROPOSAL No. 00001 Mechanical ChangesTITLE:DATE:9/30/2004 PROJECT:JOB: TO:Mechanical Contractors CONTRACT NO:123456-07 1400 Darby Road ATTN:Terry Mills DESCRIPTION OF PROPOSAL DEMO Havertown, PA 19000 THE SKILLMAN CORPORATION PROJECT ADMINISTRATION CONSTRUCTION MANAGEMENT Please provide a quotation per the attached P.R. No. 1 from Design Group cc: Design Group TSC Site Manager File (2) Please review General Conditions, prior to preparing your quote. Transmit your itemized quotation to our office within ten (10) business days from the date of this request. TO: PROCEED ORDER No. 00001 THE SKILLMAN CORPORATION PROJECT ADMINISTRATION CONSTRUCTION MANAGEMENT TITLE:Mechanical Changes DATE: PROJECT:DEMO JOB: CONTRACT NO:123456-07 10/1/2004 Mechanical Contractors 1400 Darby Road ATTN: You are hereby directed to make the following changes: DESCRIPTION OF CHANGE RE:PCO To:ABCSC From:TSC Number:00001 Terry Mills Havertown, PA 19000 Reroute the water main to avoid conflicts with the new addition at Unit 'D' per RFP No. 1. THIS DOCUMENT BECOMES EFFECTIVE IMMEDIATELY AS A CONSTRUCTION CHANGE DIRECTIVE. THE CONTRACTOR SHALL PROCEED WITH THE CHANGE AS DIRECTED ABOVE In accordance with the contract this document is authorizing work to be performed in the absence of total agreement on an adjustment to the Contract Sum or Contract Time. The method for determining the adjustment to the Contract Sum shall be the cost of labor hours expended and cost of materials to perform the work described above. If another method of adjustment for the Contract Sum is to be used it shall be delineated in the Description of Change above. cc: Marketing Coordinator Community School of Frankfort Field File (2) By: By: Owner Representative Jack Jones , Project Manager ALLOWANCE AUTHORIZATION PROJECT - BID CAT NO: ALLOWANCE NO: DATE: 123456-07 00001 10/1/2004 THE SKILLMAN CORPORATION PROJECT ADMINISTRATION CONSTRUCTION MANAGEMENT PROJECT:DEMO OWNER: Mechanical Contractors ABC School Corporation You are authorized to make the following changes in the subject amount from the stated Contingency Allowances in Specifications Section 01210: CONTRACTOR: Reroute the water main to avoid conflicts with the new addition at Unit 'D' per RFP No. 1. Add: $500.00 NET:$500.00 Owner's Approval: Form: F_ALLOWANCE ABC School Corporation By: Steve Smith Date: ($1,200,000.00) $0.00 ($1,200,000.00) ($500.00) ($1,200,500.00) THIS IS NOT A CHANGE ORDER AND DOES NOT INCREASE OR DECREASE THE CONTRACT AMOUNT The Original Allowance Amount was ................................................................................................. Allowance Expenditures Executed prior to this Authorization ................................................ ................................................................... The Allowance Balance Will be Decreased ................................................................................... New Allowance Balance ............................................................................................................. Recommended Approval: Construction Manager Contractor's Acceptance: The Skillman Corporation Mechanical Contractors Allowance Balance prior to this Authorization was By:By: Jack Jones Terry Mills Date:Date: CHANGE ORDER No. 00001 PROJECT NO: CONTRACT NO:123456-07 DATE:10/1/2004 CONTRACTOR: PROJECT:DEMO OWNER:ABC School Corporation You are authorized to make the following changes to this Contract: Mechanical Contractors THE SKILLMAN CORPORATION PROJECT ADMINISTRATION CONSTRUCTION MANAGEMENT Reroute the water main to avoid conflicts with the new addition at Unit 'D' per RFP No. 1. Add: $500.00 Form: F_CHANGE_ORDER NET:$500.00 The Original Contract Sum was .................................................................................................$1,200,000.00 Net Change by Previous Change Orders ..............................................................$0.00 The Contract Sum Prior to This Change Order was .........................................$1,200,000.00 The Contract Sum Will be Increased ...................................................................................$500.00 The New Contract Sum Including This Change Order ...........................................$1,200,500.00 The Contract Time Will Not Be Changed ................................................................................. Recommended Approval - Construction Manager:Contractor's Acceptance: The Skillman Corporation Mechanical Contractors By:Date:By:Date: Terry Mills Recommended Approval - Architect:Owner's Approval: Jack Jones By:Date:By:Date: Chris Atkinson Steve Smith By:Date: Design Group ABC School Corporation TSC 216120 Schedule of Values Section 01 28 00-1 SECTION 01 28 00 - SCHEDULE OF VALUES PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section specifies administrative and procedural requirements governing each prime contractor’s Schedule of Values. 1. Coordinate the Schedule of Values with the Applications for Payment, Project Schedule, Submittal Schedule, and List of Subcontracts. 2. Contractors using computer generated AIA Forms must submit a copy of their license, including license number, with each request for payment. B. Progress payments will not be processed without an approved Schedule of Values on file. 1.03 SCHEDULE OF VALUES A. Coordination: Each prime Contractor shall coordinate preparation of its Schedule of Values for its part of the Work with the Construction Manager’s Project Schedule. 1. Correlate line items in the Schedule of Values with other required administrative schedules and forms, including: a. Construction Manager’s Project Schedule. b. Application for Payment forms, including Continuation Sheets. c. List of subcontractors. d. Schedule of allowances. e. Schedule of alternates. f. List of products. g. List of principal suppliers and fabricators. h. Schedule of submittals. 2. Within 15 days after the Pre-Construction Conference, each awarded Contractor shall submit to the Construction Manager a Schedule of Values, for approval, showing accurate costs for the items of work assigned to the Contractor, defined under Section 01 12 00 - Multiple Contract Summary. 3. Sub-schedules: Where Work is separated into phases requiring separately phased payments, provide sub-schedules showing values correlated with each phase of payment. B. Format and Content: Use the Project Manual table of contents as a guide to establish the format for the Schedule of Values. The Schedule of Values shall include at a minimum a line item for labor and material costs for each specification section TSC 216120 Schedule of Values Section 01 28 00-2 assigned to the Contractor under Section 01 12 00 - Multiple Contract Summary, and shall further divide the work into a sufficient number of individual work items to serve as an accurate basis for Contractor’s Application for Payment. Each work item shall receive its prorated share of profit and overhead, including a line item for closeout. The Schedule of Values shall consist of a complete breakdown of the Contractor’s contract sum showing the various items of work, divided so as to facilitate the approval of payments to the Contractor for Work completed. In addition to and conjunctive with the division of various items of work, the breakdown shall separate individual buildings within the project shall separate sitework from building(s) components, and shall separate remodeling/renovation work from new construction work. The Schedule of Values shall be prepared in a format as directed by the Construction Manager, showing the breakdown of items of Work and supported by such data to substantiate its correctness as the Construction Manager may require. The contract breakdown shall be the same form as that to be used in submitting request for payments as covered by Article 9, of the amended General Conditions. Each item of Work shall have indicated a separate cost of labor and material. This schedule when reviewed by the Construction Manager, Architect, and Owner shall be used as the basis of approving payments along with establishing percentages of Work complete. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of the Architect. c. Project number. d. Contractor’s name and address. e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed. a. Related Specification Section or Division. b. Description of Work. c. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers) that affect value. g. Dollar value. h. Percentage of Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. 3. In addition to the sections assigned to the Contractor as defined above, Contractors shall include the following line items on their Schedule of Values: a. Bonds: Performance, Labor and Material (if required). b. Mobilization. c. Demobilization. d. Insurance/Hazcom/Safety. e. Submittals in the amount of 2 percent of the Contract; however, not less than $1,000.00 nor more than $15,000.00. TSC 216120 Schedule of Values Section 01 28 00-3 f. Project Meetings in the amount of $250.00 times the anticipated number of meetings the Contractor will be required to attend during the course of the Project. (Reference Section 013100). g. Daily cleanup in the amount of 1 percent of the total contract amount. h. Closeout in an amount equal to 2 percent of the Contract amount; however, not less than $2,000.00 nor more than $20,000.00. 4. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Break principal subcontract amounts down into several line items. Schedule of Values shall be coordinated with the Construction Schedules such that the percentages of Work completed closely relates to the values for the Work shown on the request for payments. At the beginning of the Project, the Contractor shall prepare a schedule of monthly progress payments showing the amount the Contractor may require for the Work proposed to be completed. The purpose of this schedule is to allow the Owner to determine what amounts of funds will be required to have available each month during the progress of construction for progress payments. 5. Round amounts to nearest whole dollar; the total shall equal the Contract Sum. 6. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. Include requirements for insurance and bonded warehousing, if required. 7. Provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 8. Unit-Cost Allowances: Show the line-item value of unit-cost allowances, as a product of the unit cost, multiplied by the measured quantity. Estimate quantities from the best indication in the Contract Documents. 9. Margins of Cost: Show line items for indirect costs and margins on actual costs only when such items are listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete. Include the total cost and proportionate share of general overhead and profit margin for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at the Contractor’s option. 10. Schedule Updating: Update and resubmit the Schedule of Values prior to the next Application for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. TSC 216120 Schedule of Values Section 01 28 00-4 C. Schedule of Values shall be typed or printed on AIA Documents G732 - 2009 and G703-1992. D. Each Schedule of Values shall have the Contractor’s name, Bid Category name and number, project name and number and shall be dated and signed. E. Should the Schedule of Values be “rejected, resubmit”, resubmittal is due within 5 days of receipt of rejected schedule. PART 2 PRODUCTS, PART 3 EXECUTION (Not Used) END OF SECTION 01 28 00 TSC 216120 Applications for Payment Section 01 29 00-1 SECTION 01 29 00 - APPLICATIONS FOR PAYMENT PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section specifies administrative and procedural requirements governing each prime contractor’s Applications for Payment. 1. Coordinate the Applications for Payment with the Schedule of Values, Project Schedule, Submittal Schedule, and List of Subcontracts. 1.03 APPLICATIONS FOR PAYMENT A. Applications for Payment shall be made no later than the 1st day of the month through the Construction Manager to the Owner. Payments to the Contractor will not be made until final approval by the Owner. Applications made by the 1st of the month, if approved, will be paid approximately 45 days later. The Contractor shall submit to the Construction Manager, an itemized Application for Payment, supported by such data, such invoices, substantiating the Contractor’s right to payment as the Owner, Architect, or Construction Manager may require. The form of Application for Payment shall be AIA Document G732 - 2009 - Application and Certification for Payment, support by AIA Document G703 - Continuation Sheet. Continuation Sheet (G703) shall be prepared the same as the Schedule of Values submitted by the Contractor and as approved. 1. Contractors shall prepare a pencil copy of the Application for Payment to the Construction Manager at the site ten (10) days prior to date for submission of Application of Payment. After review by the Construction Manager and Architect a corrected copy will be returned to the Contractor within five (5) working days. B. Each Application for Payment shall be consistent with previous applications and payments as certified by the Construction Manager, Architect and paid for by the Owner. 1. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements. C. Payment-Application Times: Each progress-payment date is indicated in the Agreement. The period of construction work covered by each Application for Payment is the period indicated in the Agreement. TSC 216120 Applications for Payment Section 01 29 00-2 D. Application Preparation: Complete every entry on the form. Include notarization and execution by a person authorized to sign legal documents on behalf of the Contractor. The Construction Manager will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and the Construction Manager’s Project Schedule. Use updated schedules, if revisions were made. 2. Include amounts of fully executed Change Orders issued prior to the last day of the construction period covered by the application. E. Transmittal: Submit Application for Payment to the Construction Manager by a method ensuring receipt within 24 hours. One copy shall be complete, including waivers of lien and similar attachments, when required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to the Architect. F. Waivers of Mechanics Lien: With each Application for Payment, submit waivers of mechanics lien from every entity who is lawfully entitled to file a mechanics lien from previous application for payment. 1. Submit partial waivers on each item for the amount requested, less retention, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable to the Owner. G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following: 1. List of subcontractors. 2. List of principal suppliers and fabricators. 3. Schedule of Values. 4. Construction Manager’s Project Schedule. 5. Submittal Schedule. 6. List of Contractor’s staff assignments 7. Copies of permits as applicable. 8. Copies of authorizations and licenses from governing authorities for performance of the Work. 9. Certificates of insurance and insurance policies. 10. HAZCOM/Safety Programs 11. Executed Escrow Agreement (if applicable). H. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment. 1. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. TSC 216120 Applications for Payment Section 01 29 00-3 2. Administrative actions and submittals that shall precede or coincide with this application include: a. Occupancy permits and similar approvals. Occupancy permit shall be submitted by party responsible for acquiring general building permit. b. Warranties (guarantees) and maintenance agreements. c. Test/adjust/balance records. d. Maintenance instructions. e. Meter readings. f. Startup performance reports. g. Changeover information related to Owner’s occupancy, use, operation, and maintenance. h. Final cleaning. i. Advise on shifting insurance coverages. j. List of incomplete Work, recognized as exceptions to Architect’s Certificate of Substantial Completion. I. Final Payment Application: Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following: 1. Completion of Project closeout requirements. 2. Completion of items specified for completion after Substantial Completion. 3. Ensure that unsettled claims will be settled. 4. Ensure that incomplete Work is not accepted and will be completed without undue delay. 5. Transmittal of required Project construction records to the Owner. 6. Certified property survey. 7. Proof that taxes, fees, and similar obligations were paid. 8. Removal of temporary facilities and services. 9. Removal of surplus materials, rubbish, and similar elements. 10. Change of door locks to Owner’s access. J. Release of Retainage: Documents to be submitted with the final Pay Application requesting release of retainage to include: 1. AIA G732 - 2009 – Application and Certification for Payment 2. AIA G703 – Continuation Sheet 3. Final Waiver of Lien 4. AIA G706 – Contractor’s Affidavit of Payment of Debts and Claims 5. AIA G706a – Contractor’s Affidavit of Release of Liens 6. AIA G707 – Consent of Surety to Final Payment 7. “No Asbestos” Letter 8. Approved Certificate of Substantial Completion PART 2 PRODUCTS, PART 3 EXECUTION (Not Used) END OF SECTION 01 29 00 TSC 216120 Project Meetings Section 01 31 00-1 SECTION 01 31 00 - PROJECT MEETINGS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. The Work of this Section shall be included as a part of the Contract Documents of each Contractor on this Project. Where such Work applies to only one Contractor, it shall be defined as to which Contractor the Work belongs. 1.02 SUMMARY A. This Section specifies administrative and procedural requirements for project meetings, including, but not limited to, the following: 1. Pre-construction conferences. 2. Pre-installation conferences. 3. Progress meetings. B. Each Contractor or awardee shall be required to have present at each of the following project meetings a representative acceptable to the Construction Manager. The designated representative shall have sufficient authority and knowledge to make decisions for the Contractor he is representing on matters affecting this Project. C. Contractor or representative unable to attend a specified meeting shall have an acceptable alternate representative designated or shall notify the Construction Manager not less than 3 days prior to date of meeting. 1.03 PRE-CONSTRUCTION/PARTNERING CONFERENCE A. The purpose of this meeting is to develop a cohesive Project Team between the Prime Contractors, Owner, Architect and Construction Manager out of what might potentially be an adversarial relationship. This facilitated conference is designed to establish common goals, communication strategies, dispute resolution practices and problem solving mechanisms within the context of the contract documents. B. Team Members should have their principal project personnel attend the conference, to include the Project Manager, Site Superintendent/Field Personnel and key office staff involved in payment applications and closeout documentation. Prime Contractors shall require their principal subcontractors to attend. TSC 216120 Project Meetings Section 01 31 00-2 C. Agenda: Discuss items of significance that could affect progress, including the following: 1. Discussion of construction schedule. 2. Critical work sequencing. 3. Designation of responsible personnel. 4. Processing of field decisions and Change Orders. 5. Procedures for processing Applications for Payment. 6. Distribution of Contract Documents. 7. Submittal of shop drawings, product data and samples. 8. Procedures for maintaining record documents. 9. Use of premises: a. Office and storage areas. b. Owner's requirements. 10. Major equipment deliveries and priorities. 11. Safety and first-aid procedures. 12. Security procedures. 13. Housekeeping procedures. 14. Working hours. D. Construction Manager shall prepare minutes and record significant discussions and agreements and disagreements of each conference, and the approved schedule. Construction Manager shall promptly distribute the record of the meeting to everyone concerned 1.04 PRE-INSTALLATION CONFERENCES A. Conduct a pre-installation conference at the project site before each construction activity that requires coordination with other construction, and as outlined in the technical sections. B. Attendees: The Prime Contractor, installing foreman, and representatives of manufacturers and fabricators involved in or affected by the installation, and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. C. The Construction Manager shall schedule conferences and advise the Architect of scheduled meeting dates. D. Review the progress of other construction activities and preparations for the particular activity under consideration at each pre-installation conference, including requirements for the following: 1. Scope of Activity a. Prime Contractor and Superintendent Responsible for activity b. Subcontractor and foreman. c. Scope of work. TSC 216120 Project Meetings Section 01 31 00-3 d. Contract Documents. e. Related Change Orders, pending or potential changes f. Purchases. g. Deliveries. h. Shop drawings, product data, and quality control samples. i. Review of mock up. 2. Activity Schedule a. Duration b. Proposed starting date c. Required predecessors and successor activities d. Required Manpower (crew size). e. Does activity as planned meet schedule intent? f. Overtime/Weekend considerations to maintain schedule. 3. Special Conditions a. Weather limitations. b. Manufacturer’s recommendations. c. Warranty requirements. d. Compatibility of materials. e. Acceptability of substrates. f. Temporary facilities. g. Space and access limitations. h. Governing regulations. i. Protection. j. Possible conflicts 4. Safety and Housekeeping a. Review of Precautions related to activity b. Competent Person c. OSHA requirements d. Housekeeping considerations and standards. 5. Closeout Requirements a. Inspecting and testing requirements. b. Required performance results. c. Recording requirements. d. Punch List Expectations (Zero Punch List) e. Warranty f. Extra Stock g. Owner Training E. Do not proceed with the installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene the conference at the earliest feasible date. TSC 216120 Project Meetings Section 01 31 00-4 F. Contractors shall review and comply with required pre-installation conferences outlined in the Contract Documents. (See individual Specification Sections.) 1.05 PROGRESS MEETINGS A. Progress meetings will be established on a biweekly basis, or more frequent as determined by the Construction Manager, to review the progress of construction, possible delays, problems, and projected construction activity. The Contractor is required to attend progress meetings. Contractors failing to be represented at project meetings, when specifically requested, will be taken into consideration when payment applications are being considered for approval by the Construction Manager. Contractor shall be charged $250.00 for each unexcused absence, from meetings in which they are requested to attend, as determined by the Construction Manager. A deduct Change Order for these changes will be issued prior to contract closeout. This in no way relieves the Contractors for coordination due to lack of attendance. 1. Notice of said meetings will originate in the office of the Construction Manager. 2. Contractor shall require his principal subcontractors to attend. 3. The progress and schedule of each involved Contractor shall be coordinated at this meeting. The representatives of the Contractor present shall have the authority to change the Contractor's work schedule or authorize work with the consent of the Construction Manager. If the Contractor fails to attend this meeting, it shall be his responsibility to obtain the information discussed at the meeting. Meeting notes and the most current construction schedule will be in the office of the Construction Manager. Attendance at these meetings is required for Contractors' payments. 4. Coordinate dates of meetings with preparation of payment requests. B. Minimum Agenda shall be as follows: 1. Review work progress since last meeting. 2. Note field observations, problems, and decisions. 3. Identify problems which impede planned progress. 4. Review off-site fabrication problems. 5. Develop corrective measure and procedures to regain planned schedule. 6. Revise construction schedule as indicated. 7. Plan progress during next work period. 8. Review submittal schedules, expedite as required to maintain schedule. a. Tracking of material deliveries. 9. Maintaining of quality and work standards. 10. Review changes proposed by Owner for effect on construction schedule and effect on completion schedule. 11. Complete other current business. 12. Documentation of information for payment requests. TSC 216120 Project Meetings Section 01 31 00-5 1.06 Pre-Closeout Meeting A. When the work or designated portion thereof is 70% substantially complete, by billing, the Construction Manager will conduct a Pre-Closeout Meeting. B. Minimum agenda will be to review Section 017700– Contract Closeout. 1. O & M Manuals – Required at 75% Completion 2. Prerequisites to Substantial Completion 3. Wrap-up all RFP’s 4. Punch Lists 5. Record Drawings 6. Start to Finalize Change Orders 7. Extra Stock 8. Owner’s Training 9. Final Payment Application C. Contractors are to attend this “Progress Meeting” for Pre-Closeout. PART 2 PRODUCTS, PART 3 EXECUTION (Not Used) END OF SECTION 013100 TSC 216120 Schedules and Reports Section 01 32 00-1 SECTION 01 32 00- SCHEDULES AND REPORTS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. The Work of this Section shall be included as a part of the Contract Documents of each Contractor on this Project. Where such Work applies to only one Contractor, it shall be defined as to which Contractor the Work belongs. 1.02 SUMMARY A. This Section includes administrative and procedural requirements for schedules and reports required for proper performance of the Work, including: 1. Construction schedule 2. Submittal schedule 3. Use of site plan 1.03 GUIDELINE SCHEDULE A. A guideline schedule is forthcoming by Addendum showing milestone activities for the Project, as well as anticipated completion date. 1. Prior to bidding Project, Contractor shall review the guideline schedule to determine if the intent of the schedule can be met. 2. The guideline schedule is to be used for bidding reference only; however, the indicated completion date of all Work of the Project must be accomplished by all Contractors. B. Sequence of Work 1.04 CONSTRUCTION SCHEDULES A. Within 15 days of the Pre-construction Meeting, each Contractor is to assemble all necessary information and dates concerning his activities, and those of his Subcontractors and Suppliers and submit such information in the form required by the Construction Manager. Each Contractor shall submit the following schedule information to the Construction Manager as a minimum: 1. A bar chart schedule of all activities contained in the Contractor’s Scope of Work. This schedule shall include activity descriptions and durations for all activities in work days (as opposed to calendar day) for shop drawings, fabrication, delivery and installation of products, materials, and equipment. The activities on the schedule must be at a level of detail approved by the Construction Manager and agree with the terminology and building sequencing established by the Construction Manager. TSC 216120 Schedules and Reports Section 01 32 00-2 2. Identification of precedent relationships between the Contractor’s activities and those of other Contractors based on a thorough review of the Contract Drawings and details showing interface between Contracts. 3. Graphic diagrams indicating the proposed direction of work whenever applicable or if requested by the Construction Manager. 4. Assumed crew size, equipment, production rates, and similar data used to arrive at adequate durations and sequences. 5. If a Contractor cannot provide a complete schedule of all of his activities within 15 days after Pre-construction Meeting, the Contractor may, after Construction Manager’s written approval, provide a work plan for the first 60 days after award. The Contractor’s final schedule shall be complete and submitted to the Construction Manager prior to the 45th day after the Pre- construction Meeting. B. In collaboration with the various Contractors associated with the Work, the Construction Manager will compile all Contractor schedules and develop a project master construction schedule, which integrates activities of Architect, Construction Manager, Contractors, Subcontractors, and Suppliers and meets the time requirements. The sequence of all work activities shall be determined by the Construction Manager and reviewed by all Contractors. This schedule will become the project plan for construction. C. Contractors’ schedule activities may be resequenced and the schedule adjusted provided all Work is completed within the stated milestone dates and if the Construction Manager and affected Contractors are notified of the change within 5 calendar days of receipt of the schedule; otherwise, the project master construction schedule shall be deemed accepted by all parties and becomes a contractual requirement for each Contractor. D. The project construction schedule will be provided by the Construction Manager, consistent with the guideline schedule and utilizing the Contractors’ construction schedules provided by the separate Contractors. 1. Contractor shall provide the Construction Manager with information and data to prepare a working day construction schedule and sequence of events for each work activity included in his bid category within 15 days after the Pre- construction Meeting. The Contractor shall cooperate with the Construction Manager in establishing a final overall project schedule which meets the specified completion date. 2. After the project schedule has been established, Contractors shall work overtime, nights, and weekends, if necessary, to maintain their portion of the schedule. a. Overtime, night and weekend work will be at no additional cost to the Owner. b. Failure of the Contractor to maintain his portion of the schedule will be grounds for the Owner to withhold all or part of any payments which may become due to the Contractor for work completed. TSC 216120 Schedules and Reports Section 01 32 00-3 3. The Contractor is responsible to expedite all approvals and deliveries of material so as not to delay job progress. 4. The Contractor shall begin all phases of his work as quickly as physically possible, but not to impede or jeopardize the work of other Contractors. 5. Phases of the work may be started prior to the scheduled start dates if coordinated with other Contractors, and, if approved through the Construction Manager. 6. The Contractor shall cooperate fully with the Construction Manager in the coordination of the work with all other Contractors and the convenience of the Owner as indicated in the Specifications. E. Each Contractor’s work shall be executed at such a rate as to ensure meeting the specified milestone dates for Substantial Completion. By execution of the Contract, a Contractor represents he has analyzed the Work, the materials and methods involved, the systems of the building, availability of qualified mechanics and unskilled labor, restrictions of the site, constraints imposed, his own work load and capacity to perform the Work and agrees that the specified dates are reasonable considering the existing conditions prevailing in the locality of the Work, including weather conditions, and other factors, with reasonable allowance for variations from average or ideal conditions. F. The Construction Manager will utilize the project master construction schedule to plan, coordinate, and manage all construction activities of Contractors, Subcontractors, and Suppliers. All Contractors are to complete all Work in accordance with this schedule. G. The Construction Manager will hold periodic progress meetings at the jobsite. Field supervisors from each Contractor working on the site are to attend all such meetings. Each Contractor is to provide services of responsible personnel to provide necessary scheduling and manpower information. Each Contractor shall be responsible to be familiar with the schedule, how it will affect or modify his operations including his coordination with the activities of other Contractors. Each Contractor shall prepare a short interval schedule generally covering a two-week period to coordinate with the activities of other Contractors. Each Contractor shall prepare a short interval schedule generally covering a two-week period to coordinate the detailed activities of subcontractors and suppliers. The short interval schedules shall be prepared on The Skillman Corporations’ Look Ahead form at the end of this Section and be submitted 24 hours prior to the job progress meetings, or as required by the Construction Manager. The Construction Manager will update the project master construction schedule monthly and display the current schedule at the jobsite and prepare progress reports accordingly. H. Whenever it becomes apparent that any activity completion date may not be met, the responsible Contractor(s) are to take some or all of the following actions at no additional cost to the Owner or Construction Manager. TSC 216120 Schedules and Reports Section 01 32 00-4 1. Increase construction manpower to put the project back on schedule. 2. Increase number of working hours per shift, shifts per working day, working days per week, amount of construction equipment, or any combination, which will place the project back on schedule. 3. Reschedule activities to achieve maximum practical concurrency and place the project back on schedule. I. If the Contractor fails to take any of the above actions, Owner or Construction Manager may take action to attempt to put the project back on schedule and deduct cost of such actions from monies due or to become due the Contractor in accordance with Subparagraph 2.4.1. of the amended General Conditions. J. The Construction Manager will manage the project and will make every effort to complete the project within the schedule. Time extensions may be granted to various Contractors when delays that affect final completion date have been caused by inability of another Contractor to meet his time commitments; however, neither Owner nor Construction Manager will assume responsibility to any Contractor for compensation, damages, or other costs due to delays. 1.05 LIST OF SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS A. Each Contractor shall submit, through the Construction Manager, a list of subcontractors and manufacturer’s participating on this Project. List shall be submitted within 48 hours after receipt of bids. The list shall be complete with names, street addresses, city, state, and zip code. 1.06 SUBMITTAL SCHEDULE A. Within 15 days of the Pre-Construction Meeting, each Contractor shall submit their schedule of submittals. 1. Coordinate Submittal Schedule with the list of subcontracts, Schedule of Values, and the list of products as well as the Construction Schedule. 2. The contractor shall provide the following information: a. Scheduled date for the first submittal (due date). b. Name of the Subcontractor (under comments). c. Fabrication time. B. Distribution: Following response to the initial submittal, print and distribute copies to the Construction Manager, Architect, Owner, subcontractors, and other parties required to comply with submittal dates indicated. 1. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities. TSC 216120 Schedules and Reports Section 01 32 00-5 C. Schedule Updating: Revise the schedule after each meeting or activity where revisions have been recognized or made. Issue the updated schedule concurrently with the report of each meeting. 1.07 PROJECT USE SITE PLAN A. The Construction Manager, in cooperation with other Contractors on this Project, shall prepare a proposed project use site plan. B. Contractor shall confine operations at the site to areas within the areas indicated and as approved on the use of the site plan, and as permitted by law, ordinances, and permits. Site shall not be unreasonably encumbered with materials, products, or construction equipment. C. The Construction Manager in reviewing his use of the site shall include access to proposed building for construction purposes, storage of materials and products, parking, where possible, for employees, temporary facilities including offices, storage, and workshop sheds or portable trailers, and unloading space. D. Where a temporary fence is to be provided, the Construction Manager shall show any additional area needed in the Contractor's use of the site beyond that which may be indicated on the Drawings. E. The Construction Manager will indicate to the other Contractors after award of Contract which portions of the existing parking lot and nonpaved areas can be used for construction activities. Damage to existing parking lot or unpaved areas shall be paid for by the Contractor responsible for damage. PART 2 PRODUCTS, PART 3 EXECUTION (Not Used) END OF SECTION 01 32 00 Architect # 216060.00 Submittal Procedures 01 33 00-1 SECTION 013300 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. 1. Action submittals a. Shop drawings b. Samples for Initial Selection 2. Informational/Quality Assurance/Control Submittals a. Product data b. Samples for verification c. Qualification data d. Certifications e. Test reports f. Maintenance data g. Design data h. Manufacturer’s instructions i. Manufacturer’s field reports 1.2 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require A/E's and Construction Manager's responsive action. B. Informational Submittals: Written and graphic information and physical samples that do not require A/E's and Construction Manager's responsive action. Submittals may be rejected for not complying with requirements. Information submittals are those submittals indicated in individual specification sections as “Quality Assurance/Control Submittals” or “Informational Submittals”. C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files. D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format. 1.3 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Submittals for this project shall be submitted electronically in a non-changeable .PDF file format. B. A/E's Digital Data Files: Electronic copies of CAD Drawings of the Contract Drawings may be provided for a cost by A/E for Contractor's use in preparing submittals. Architect # 216060.00 Submittal Procedures 01 33 00-2 1. The cost to obtain Drawing files shall be as indicated on the “Digital Data Transmittal”. a. Digital Data Transmittal is included hereinafter. b. A/E makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. c. Contractor shall execute a data licensing agreement in the form of AIA Document C106, Digital Data Licensing Agreement. 2. CAD Drawing files will not be made available during the Bidding Phase. 3. Allow 15 days for processing Digital Data request. C. A list of required submittals will be provided to the Contractor, for use as a checklist, at the Pre-Construction Meeting. Color and Material sample submittals are required within 45 days of the Pre-Construction Meeting. All submittals are required are to be completed within 120 days of the Pre-Construction Meeting or within a shorter, more immediate timeframe as required by the Project Schedule. D. The Contractor shall check shop drawings, product data, samples, and other submittals and submit them with a letter of transmittal giving his approval, comments and suggestions. E. Contractors on this Project shall provide submittals in accordance with the requirements of this Section. Where a submittal is required by a Contractor but assistance needed from others, Contractors shall participate and cooperate to expedite each submittal. F. Where submittals are required from suppliers or subcontractors, it shall be the responsibility of the Contractor for whom the subcontractor is executing the Work to see that the submittal items required are complete and properly submitted, and corrected and resubmitted at the time and in order required so as not to delay the progress of the Work. Submittals shall be made through the Prime Contractor only. G. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule. 3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals. 4. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Where submission of samples, shop drawings, or other items are required from suppliers or subcontractors, it shall be the responsibility of the Contractor for whom the subcontractor is executing the Work to see that the submittal items required are complete and properly submitted, and corrected and resubmitted at the time and in the order required so as not to delay the progress of the Work. Submittals shall be made through the Contractor. Submittals shall include sufficient detail to determine that the contractor clearly understands the requirements of the Contract Documents. Architect # 216060.00 Submittal Procedures 01 33 00-3 b. Contractors on this Project shall provide submittals in accordance with the requirements of this Section. Where a submittal is required by a Contractor but assistance needed from others, Contractors shall participate and cooperate to expedite each submittal. Coordinate preparation and processing of submittals with performance of construction activities. 1) Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. c. A/E and Construction Manager reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. H. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on A/E's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 10 calendar days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Construction Manager will advise Contractor when a submittal being processed must be delayed for coordination. 2. Resubmittal Review: Allow 10 calendar days for review of each resubmittal. 3. Submittals Not Required: A/E will send a transmittal indicating submittals were “not required for review”. All copies of the submittals may be disposed of by the A/E. I. Distribution: Contractor shall furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installer’s, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. J. Use for Construction: Use only final submittals that are marked “No Exceptions Taken” or “Note Markings” from A/E's and Construction Manager's action stamp. PART 2 - PRODUCTS 2.1 SUBMITTAL PROCEDURES, GENERAL A. Submittals, including those specified herein to be submitted to the Architect, shall be submitted directly to the Construction Manager for review. The Construction Manager will forward required submittals to the Architect for review. B. General Submittal Procedure Requirements: All submittals are to be submitted electronically via The Skillman Way On-Line Collaboration Procedures. 1. The Contractor shall limit each electronic submittal to a single Specification Section. Compile all sheets of each submittal into a single non-changeable electronic PDF file format. 2. Electronic files can be received in format size up to 30 inches by 42 inches. Electronic CAD files are also acceptable. Submittals in a different manner or format will require prior approval from the Construction Manager. Architect # 216060.00 Submittal Procedures 01 33 00-4 3. Each electronic submittal transmittal shall include the following information: a. Date submitted. b. Project title, Construction Manager number and A/E Project Number. c. Contractor’s name and address. d. Identification by Specification Section and quantity submitted for each submittal including name of subcontractors, manufacturer or supplier. e. Notification of deviations from the Contract Documents for each submittal. C. The Contractor shall check each submittal and note their approval, comments or suggestion on the submittal. 1. Contractor’s written approval or stamp must be marked on each submittal or it will be returned without action. 2. Contractor shall identify any options requiring selection by A/E. D. A/E, through the Construction Manager, will return annotated files electronically. 1. Comments will consist of annotations applied electronically to the file or transmittal form. E. Resubmittals: Make resubmittals in same form as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked with approval notation from A/E's and Construction Manager's action stamp. F. Additional submittals: 1. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Division 01 Section "Contract Closeout." 2. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. a. Provide a digital signature with digital certificate on electronically- submitted certificates and certifications where indicated. b. Provide a notarized statement on original paper copy certificates and certifications where indicated. 3. Test and Inspection Reports Submittals: Comply with requirements specified in Division 01 Section "Quality Requirements." 2.2 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual specification sections. 1. By approving and submitting shop drawings, the Contractor thereby represents that he has determined and verified field measurements, field construction criteria, materials, catalog numbers, and similar data, and that he has checked and coordinated each shop drawing with the requirements of the Work and of the Contract Documents prior to submitting to the A/E. 2. The Contractor shall make corrections required by the A/E and shall resubmit shop drawings until appropriately marked. The Contractor shall direct specific Architect # 216060.00 Submittal Procedures 01 33 00-5 attention in writing or on resubmitted shop drawings to revisions other than the corrections requested by the A/E on previous submissions. 3. The A/E will review shop drawings only for conformance with the design concept of the Project and with the information given in the Contract Documents. The A/E’s review of a separate item shall not indicate review of an assembly in which the item functions. 4. The A/E’s review of shop drawings shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents unless the Contractor has informed the A/E in writing of such deviation at the time of submission and the A/E has given written approval to the specific deviation, nor shall the A/E’s action relieve the Contractor from responsibility for errors or omissions in the shop drawings. a. The A/E’s review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and qualities, or for substantiating instructions or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The A/E’s review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the A/E, of any construction means, methods, techniques, sequences, or procedures. The A/Es approval of a specific item shall not indicate approval of an assembly of which it is a component. 5. Notations and remarks added to shop drawings by the A/E are to ensure compliance to Drawings and Specifications and do not imply a requested or approved change to contract cost. 6. Should deviations, discrepancies, or conflicts between shop and contract drawings and Specifications be discovered, either prior to or after review, Contract Documents shall control and be followed. If any discrepancies are discovered, the Construction Manager shall be notified immediately. 7. Contractor responsibility for deviations in submittals from requirements of the Contract Documents is not relieved by the Construction Manager’s or A/E’s review of submittals unless the Construction Manager and A/E give written acceptance of specific deviations. B. Shop Drawings: Prepare project specific information, drawn accurately to scale. Do not base shop drawings on reproductions of the Contract Documents or standard printed data. 1. The Contractor shall perform no portion of the Work requiring submittal and review of shop drawings, product data, samples or similar submittals until the A/E has approved the respective submittal. Such Work shall be in accordance with approved submittals. 2. Submit newly prepared information drawn accurately to scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the bases of Shop Drawings. Standard information prepared without specific reference to the Project is not a Shop Drawing. 3. Shop drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures, and other data that are prepared by the Contractor or subcontractor, manufacturer, supplier, or distributor to illustrate some portion of the Work. Do not base shop drawings on reproduction of the Contract Documents. Architect # 216060.00 Submittal Procedures 01 33 00-6 a. Advertising brochures will not be accepted as shop drawings. b. Erection and setting drawings as referred to in these Specifications will be considered as shop drawings and shall be submitted along with detailed shop drawings. c. Where schedules are required to indicate locations, they shall be submitted as part of the shop drawings package for that item. d. Shop drawings and schedules shall repeat the identification shown on the Contract Drawings. e. The Contractor shall check all shop drawings, samples and other submittals and submit them to the A/E utilizing a Transmittal Form, giving his approval and/or comments and suggestions. Failure to use a Transmittal Form will result in submittals being returned “without action”. f. Include the following information: 1) Dimensions 2) Identification of products and materials included by sheet and detail number 3) Compliance with specified standards 4) Notation of coordination requirements 5) Notation of dimensions established by field measurements 6) Fabrication and installation drawings 7) Roughing-in and setting diagrams 8) Wiring diagrams showing field installed wiring, including power, signal, and control wiring 9) Shop work manufacturing instructions 10) Templates and patterns 11) Schedules 12) Design calculations 13) Seal and signature of professional engineer, if specified. 14) Relationship and attachment to adjoining construction clearly indicated. 4. Preparation of Submittals: Provide permanent marking on each submittal to identify project, date, Contractor, Subcontractor, submittal name, and similar information to distinguish it from other submittals. Show Contractor’s executed review and approval marking and provide space for A/E’s “action” marking. Package each submittal appropriately for transmittal and handling. 5. Submit shop drawings in the following format: a. PDF electronic file. 6. Shop drawings not requested by the A/E/Engineer shall be returned without action. C. Samples for Initial Selection: Prepare physical units of materials or products, including the following: 1. The Contractor shall submit to the A/E samples to illustrate materials or workmanship, colors, and textures, and establish standards by which the Work will be judged. a. Transmit samples that contain multiple, related components such as accessories together in one submittal package. Architect # 216060.00 Submittal Procedures 01 33 00-7 2. Identification: Attach label on unexposed side of samples that includes the following: a. Generic description of sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of applicable specification section. 3. Samples for Initial Selection: Submit manufacturer’s color published charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. Reproductions, facsimiles, or copies will be rejected. a. Number of Samples for Initial Selection: Submit two full sets of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer’s product line. A/E will return one submittal with options selected. D. Samples for Verification: Submit full size, fully fabricated samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. 1. Number of Samples for Verification: Submit 2 sets of samples. A/E will retain sample sets, unless otherwise noted. a. Contractor shall receive written notification. 2. Disposition: Maintain sets of approved samples at project site, available for quality control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner’s property, are the property of Contractor. 3. Mount or display samples in the manner to facilitate review of qualities indicated. Prepare samples to match the A/E’s sample. Include the following: a. Specification Section number and reference. b. Generic description of the sample. c. Sample source. d. Product name or name of the manufacturer. e. Compliance with recognized standards. f. Availability and delivery time. 4. Submit samples for review of size, kind, color, pattern, and texture. Submit samples for a final check of these characteristics with other elements and a comparison of these characteristics between the final submittal and the actual component as delivered and installed. a. Where variation in color, pattern, texture, and other characteristic is inherent in the material or product represented, submit at least 3 multiple units that show approximate limits of the variations. b. Refer to other Specification Sections for requirements for samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics. Architect # 216060.00 Submittal Procedures 01 33 00-8 5. Unless otherwise specified, samples shall be in duplicate and of adequate size to show function, equality, type, color, range, finish, and texture of material. When requested full technical information and certified test data shall be supplied. a. Each sample shall be labeled, bearing material name and quality, the Contractor’s name, date, project name, and other pertinent data. b. Transportation charges to and from the A/E’s office must be prepaid on samples forwarded. The A/E shall retain samples until the Work for which they were submitted has been accepted. 6. Materials shall not be ordered until final review is received in writing from the A/E. Materials shall be furnished, equal in every respect to reviewed samples. Where color or shade cannot be guaranteed, the manufacturer shall indicate the maximum deviation. Work shall be in accordance with the final reviewed samples. 2.3 INFORMATIONAL/QUALITY ASSURANCE/CONTROL SUBMITTALS A. General: Prepare and submit informational submittals required by other Specification Sections. 1. By approving and submitting shop drawings, the Contractor thereby represents that he has determined and verified field measurements, field construction criteria, materials, catalog numbers, and similar data, and that he has checked and coordinated each shop drawing with the requirements of the Work and of the Contract Documents prior to submitting to the A/E. 2. The Contractor shall make corrections required by the A/E and shall resubmit shop drawings until appropriately marked. The Contractor shall direct specific attention in writing or on resubmitted shop drawings to revisions other than the corrections requested by the A/E on previous submissions. 3. The A/E will review shop drawings only for conformance with the design concept of the Project and with the information given in the Contract Documents. The A/E’s review of a separate item shall not indicate review of an assembly in which the item functions. 4. The A/E’s review of shop drawings shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents unless the Contractor has informed the A/E in writing of such deviation at the time of submission and the A/E has given written approval to the specific deviation, nor shall the A/E’s action relieve the Contractor from responsibility for errors or omissions in the shop drawings. a. The A/E’s review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and qualities, or for substantiating instructions or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The A/E’s review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the A/E, of any construction means, methods, techniques, sequences, or procedures. The A/Es approval of a specific item shall not indicate approval of an assembly of which it is a component. 5. Notations and remarks added to shop drawings by the A/E are to ensure compliance to Drawings and Specifications and do not imply a requested or approved change to contract cost. Architect # 216060.00 Submittal Procedures 01 33 00-9 6. Should deviations, discrepancies, or conflicts between shop and contract drawings and Specifications be discovered, either prior to or after review, Contract Documents shall control and be followed. If any discrepancies are discovered, the Construction Manager shall be notified immediately. 7. Contractor responsibility for deviations in submittals from requirements of the Contract Documents is not relieved by the Construction Manager’s or A/E’s review of submittals unless the Construction Manager and A/E give written acceptance of specific deviations. B. Product Data: Collect information into a single submittal for each element of construction or system. Product data includes printed information, such as manufacturer’s installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves. 1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required, mark copies to indicate the applicable information. Product data unmarked by Contractor may be return unreviewed by A/E. Include the following information, as applicable: a. Manufacturer’s printed recommendations b. Manufacturer’s product specifications c. Manufacturer’s installation instructions d. Standard color charts e. Manufacturer’s catalog cuts f. Standard product operating and maintenance manuals g. Compliance with specified trade association standards. h. Compliance with recognized testing agency standards. i. Application of testing agency labels and seals. j. Notation of dimensions verified by field measurement. k. Notation of coordination requirements. 2. For equipment, include the following in addition to the above, as applicable. a. Wiring diagrams showing factory-installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying shop drawings. 3. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed. Submit before or concurrent with samples. 4. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms. a. Do not proceed with installation until a copy of Product Data is in the Installer’s possession. b. Do not permit use of unsubmitted copies of Product Data in connection with construction. 5. In compliance with the OSHA Hazard Communication Standard (1910.1200, 08-24-1987) Contractors shall post at the site MSDS (Material Safety Data Sheets) for ALL products classified as hazardous that their firm has knowledge that they will be furnishing, using, or storing on the jobsite during the duration of this Project in accordance with OSHA standards. At the completion of the project, the Contractor shall turn their "MSDS" information directly over to the Architect # 216060.00 Submittal Procedures 01 33 00-10 Owner with a receipt for the Owner to sign. A copy of the signed receipt only shall be submitted to the A/E. a. Material Safety Data Sheets (MSDS) shall not be submitted to the A/E for review. Material Safety Data Sheets submitted to A/E will be returned with no action taken. 6. Submit product data in the following format: a. PDF electronic file. C. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of A/Es and Owners, and other information specified. D. Product Certificates: Prepare written statements on manufacturer’s letterhead certifying that product complies with requirements. E. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. F. Installer Certificates: Prepare written statements on manufacturer’s letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific project. G. Manufacturer Certificates: Prepare written statements on manufacturer’s letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required. H. Material/Product Certificates: Prepare written statements on manufacturer’s letterhead certifying that material complies with requirements. I. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting test results of material for compliance with requirements. J. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements. K. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. L. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements. Architect # 216060.00 Submittal Procedures 01 33 00-11 M. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. 1. Test reports shall be no older than 15 months, unless otherwise noted or approved by A/E. N. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 01 Section “Closeout Procedures”. O. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumption and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. P. Manufacturer’s Instructions: Prepare written or published information that documents manufacturer’s recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates 2. Required substrate tolerances 3. Sequence of installation or erection 4. Required installation tolerances 5. Required adjustments 6. Recommendations for cleaning and protection Q. Manufacturer’s Field Reports: Prepare written information documenting factory authorized service representative’s tests and inspections. Include the following, as applicable: 1. Name, address, and telephone number of factory authorized service representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. R. Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit to A/E. 1. A/E will not review submittals that include MSDSs and will return the entire submittal for resubmittal. Architect # 216060.00 Submittal Procedures 01 33 00-12 2.4 DELEGATED-DESIGN SERVICES A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to A/E. B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally-signed PDF electronic file of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to A/E and Construction Manager. B. Project Closeout and Maintenance/Material Submittals: Refer to requirements in Division 01 Section "Closeout Procedures." C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 A/E'S AND CONSTRUCTION MANAGER'S ACTION A. General: A/E and Construction Manager will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: A/E and Construction Manager will review each submittal, make marks to indicate corrections or modifications required, and return it. A/E will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action. 1. Submittals will be marked as follows: Contractor shall take the following action for each respective marking: a. "NO EXCEPTIONS TAKEN" - Contractor shall make and distribute copies. b. “NOTE MARKINGS”; Contractor may proceed with fabrication, taking into account the necessary corrections on submittal or attached and with Contract Documents. Architect # 216060.00 Submittal Procedures 01 33 00-13 c. "NOTE MARKINGS/RESUBMIT" - Corrected shop drawings shall be resubmitted before fabrication of this work is complete to obtain a different action marking. Do not allow drawings marked "Resubmit" to be used in connection with installation of the Work. d. "REJECTED" - Contractor will be required to resubmit shop drawings in their entirety. No fabrication or installation shall be started until shop drawings so marked have been completely revised, resubmitted, and marked by A/E according to preceding Paragraphs a., b., or c. C. Informational/Quality Assurance/Control Submittals: A/E and Construction Manager will review each submittal and will not return it, or will return it if it does not comply with requirements. A/E and Construction Manager will forward each submittal to appropriate party. D. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from A/E and Construction Manager. E. Incomplete submittals are not acceptable, will be considered nonresponsive, and will be returned without review. F. Submittals not required by the Contract Documents may not be reviewed and may be discarded. END OF SECTION 01 33 00 216060.00 Digital Data Transmittal 01 33 00.03 DIGITAL DATA TRANSMITTAL The following electronic documents and formats will be made available at the indicated price after contract award. Only the documents listed are available for purchase. The AIA C106-2007 – Digital Data Licensing Agreement will also have to be completed and signed by the requesting party prior to sending any documents. Autocad .dwg format $100.00 per file (except as noted) 1. Overall building floor plan (plan notations and room numbers) 2. Overall reflected ceiling plans (light fixtures and ceiling mounted devices) 3. Overall building equipment plans 4. Floor Finish Pattern Plan or Plans 5. Overall Fire Protection plans 6. Overall HVAC ductwork layout plans 7. Overall HVAC piping plans 8. Overall Plumbing foundation plans 9. Overall Structural foundation plans 10. Overall Structural framing plans 11. Overall Technology layout plans Overall = a single drawing of the entire building and entire layout of the indicated system. Multi-level buildings: Each floor or level is a separate file per the schedule above. Individual drawings sheets from the Construction Documents will not be provided. Notes: 1. Call Project Architect for verification of requested electronic data. 2. Fees are applicable to each request for documents. 3. Following the submittal of this Digital Data Transmittal, the AIA Document C106-2007 “Digital Data Licensing Agreement” will be prepared and forwarded by the Architect to the entity requesting the files. Upon receipt of the completed AIA C106-2007 and final payment, the files will be distributed by the Architect. 4. Indicate delivery of files preference:_____________________________ Project: Person Requesting: Date: Company: Address: Phone: Fax: E-Mail: Electronic Data Requested: 216060.00 Quality Requirements CM/M/S-01 40 00-1 SECTION 01 40 00 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality-assurance and -control services required by A/E, Owner, Construction Manager,or authorities having jurisdiction are not limited by provisions of this Section. C. Related Sections: 1. Division 01 Section "Cutting and Patching" for repair and restoration of construction disturbed by testing and inspecting activities. 2. Divisions 02 through 33 Sections for specific test and inspection requirements. 1.3 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by A/E or Construction Manager. 216060.00 Quality Requirements CM/M/S-01 40 00-2 C. Mockups: Full size physical assemblies that are constructed on-site. Mockups are constructed to verify selections made under sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged. 1. Integrated Exterior Mockups: Mockups of the exterior envelope erected separately from the building but on the project site, consisting of multiple products, assemblies and subassemblies. D. Preconstruction Testing: Tests and inspections performed specifically for the Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria. E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements. F. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop. G. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. I. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. Use of trade-specific terminology in referring to a trade or entity does not require that certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade or trades. 1.4 CONFLICTING REQUIREMENTS A. Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to A/E for a decision before proceeding. 216060.00 Quality Requirements CM/M/S-01 40 00-3 B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to A/E for a decision before proceeding. 1.5 INFORMATIONAL SUBMITTALS A. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of responsibility sent to authorities having jurisdiction before starting work on the following systems. 1. Seismic-force resisting system, designated seismic system, or component listed in the designated seismic system quality assurance plan prepared by the A/E. 2. Main wind-force resisting system or a wind-resisting component listed in the wind-force-resisting system quality assurance plan prepared by the A/E. B. Schedule of Tests and Inspections: Prepare in tabular form and include the following: 1. Specification Section number and title. 2. Entity responsible for performing tests and inspections. 3. Description of test and inspection. 4. Identification of applicable standards. 5. Identification of test and inspection methods. 6. Number of tests and inspections required. 7. Time schedule or time span for tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality-control service. 1.6 REPORTS AND DOCUMENTS A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 216060.00 Quality Requirements CM/M/S-01 40 00-4 13. Recommendations on retesting and reinspecting. B. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following: 1. Name, address, and telephone number of technical representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. C. Factory-Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory-authorized service representative's tests and inspections specified in other Sections. Include the following: 1. Name, address, and telephone number of factory-authorized service representative making report. 2. Statement that equipment complies with requirements. 3. Results of operational and other tests and a statement of whether observed performance complies with requirements. 4. Statement whether conditions, products, and installation will affect warranty. 5. Other required items indicated in individual Specification Sections. D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.7 QUALITY ASSURANCE A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. 216060.00 Quality Requirements CM/M/S-01 40 00-5 D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent. F. Specialists: Certain Specification Sections require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. 1. Requirements of authorities having jurisdiction shall supersede requirements for specialists. G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities. 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program. H. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. I. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. J. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following: 1. Contractor responsibilities include the following: a. Provide test specimens representative of proposed products and construction. b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work. 216060.00 Quality Requirements CM/M/S-01 40 00-6 c. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements. d. Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project. e. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work. f. When testing is complete, remove test specimens, assemblies, mockups; do not reuse products on Project. 2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to A/E, through Construction Manager, with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. K. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work: 1. Build mockups in location and of size indicated or, if not indicated, as directed by A/E. 2. Notify A/E and Construction Manager seven days in advance of dates and times when mockups will be constructed. 3. Employ supervisory personnel who will oversee mockup construction. Employ workers that will be employed during the construction at the Project. 4. Demonstrate the proposed range of aesthetic effects and workmanship. 5. Obtain A/E's approval of mockups before starting work, fabrication, or construction. a. Allow seven days for initial review and each re-review of each mockup. 6. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 7. Demolish and remove mockups when directed, unless otherwise indicated. L. Integrated Exterior Mockups: Construct integrated exterior mockup in accordance with approved Shop Drawings. Coordinate installation of exterior envelope materials and products for which mockups are required in individual specification sections, along with supporting materials. 1.8 QUALITY CONTROL A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. 216060.00 Quality Requirements CM/M/S-01 40 00-7 2. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order. B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality-control activities required to verify that the Work complies with requirements, whether specified or not. 1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not. 2. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services. a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner. 3. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 4. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service. 5. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Division 01 Section "Submittal Procedures." D. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports. E. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. F. Testing Agency Responsibilities: Cooperate with A/E, Construction Manager, and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify A/E, Construction Manager, and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 216060.00 Quality Requirements CM/M/S-01 40 00-8 2. Determine the location from which test samples will be taken and in which in-situ tests are conducted. 3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor. 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform any duties of Contractor. G. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. H. Coordination: Coordinate sequence of activities to accommodate required quality- assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality-control services required by the Contract Documents. Coordinate and submit concurrently with Contractor's construction schedule. Update as the Work progresses. . 1. Distribution: Distribute schedule to Owner, A/E, Construction Manager, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required. 1.9 SPECIAL TESTS AND INSPECTIONS A. Special Tests and Inspections: Owner will engage a qualified testing agency or special inspector to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner, and as follows: 1. Verifying that manufacturer maintains detailed fabrication and quality-control procedures and reviewing the completeness and adequacy of those procedures to perform the Work. 216060.00 Quality Requirements CM/M/S-01 40 00-9 2. Notifying A/E, Construction Manager, and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services. 3. Submitting a certified written report of each test, inspection, and similar quality- control service to A/E, through Construction Manager, with copy to Contractor and to authorities having jurisdiction. 4. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies. 5. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents. 6. Retesting and reinspecting corrected work. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 TEST AND INSPECTION LOG A. Prepare a record of tests and inspections. Include the following: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to A/E. 4. Identification of testing agency or special inspector conducting test or inspection. B. Maintain log at Project site. Post changes and modifications as they occur. Provide access to test and inspection log for A/E's and Construction Manager's reference during normal working hours. 3.2 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Division 01 Section "Execution." B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 01 40 00 TSC 216120 Testing Laboratory Services Section 01 45 10-1 SECTION 01 45 10 - TESTING LABORATORY SERVICES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 RELATED REQUIREMENTS A. The Owner, through the Construction Manager, will employ and pay for services of an independent testing laboratory to perform specified inspection, sampling, and testing services. B. Inspections and testing required by laws, ordinances, rules, regulations or orders of public authorities: General Conditions. C. Certification of products and mill test reports: Respective Specifications Sections. D. Test, adjust, and balance of equipment: Respective Specification Sections. E. Inspection, sampling, and testing: Respective Specification Sections. F. Related work specified elsewhere. 1. Refer to Section 01 40 00 – Quality Requirements 1.03 QUALIFICATIONS OF LABORATORY AND SUBMITTALS A. Meet requirements of ASTM E329, current edition, "Standards of Recommended Practice for Inspection and Testing Agencies for Concrete, Steel and Bituminous Materials as used in Construction." 1. The term "agency" as used in Section 4 of ASTM E329 shall mean the local or closest office of said agency. B. Laboratory qualifications for inspection, sampling, and testing of soils and aggregates shall be comparable to the requirements of ASTM E329. C. Testing Equipment. 1. Calibrated at maximum 12-month intervals by devices of accuracy acceptable to the Architect. D. Submit documentation of specified requirements. TSC 216120 Testing Laboratory Services Section 01 45 10-2 1.04 LABORATORY DUTIES, LIMITATIONS OF AUTHORITY A. Provide qualified personnel promptly on notice. B. Perform specified inspections, sampling and testing of materials and methods of construction. 1. Comply with specified standards; ASTM, other recognized authorities, and as specified. 2. Ascertain compliance with requirements of Contract Documents. C. Promptly notify Construction Manager, Architect, and Contractor of irregularities or deficiencies of Work which are observed during performance of services. D. Promptly submit three (3) copies of reports of inspections and tests to the Construction Manager, including the following information, as applicable. 1. Date issued. 2. Project title and number. 3. Testing laboratory name and address. 4. Name and signature of inspector. 5. Date of inspection or sampling. 6. Record of temperature and weather. 7. Date of test. 8. Identification of product and Specification Section. 9. Location in project. 10. Type of inspection or test. 11. Observations regarding compliance with Contract Documents. E. Perform additional services as required by Owner. F. Laboratory is not authorized to: 1. Release, revoke, alter, or enlarge on, requirements of Contract Documents. 2. Approve or accept any portion of Work. 3. Perform any duties of the Contractor. 1.05 CONTRACTORS' RESPONSIBILITIES A. Cooperate with laboratory personnel to provide access to Work and to manufacturer's operations. B. Assist laboratory personnel in obtaining samples at the site. C. Notify laboratory sufficiently in advance of operations to allow for their assignment of personnel and scheduling of tests. TSC 216120 Testing Laboratory Services Section 01 45 10-3 D. Should the Contractors fail to schedule laboratory services or fail to cancel laboratory services, if the need arises, all additional costs shall be borne by the Contractors. E. Employ and pay for services of a separate, equally qualified independent testing laboratory to perform additional inspections, sampling and testing required when initial tests indicate work does not comply with Contract Documents. 1. Separate laboratory shall be approved by the Owner, Architect and the Construction Manager. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 45 10 TSC 216120 Temporary Facilities And Controls Section 01 50 50-1 SECTION 01 50 50 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY EQUIPMENT AND WORK ITEMS A. Provide the following listed temporary equipment and work items; maintain and remove same at completion where applicable. 1. Temporary heat, protective enclosures, concrete blankets, straw, etc., for specific items of work such as masonry, drywall, and concrete on the exterior and in the interior prior to the enclosure of the building while cold or inclement weather conditions are encountered while proceeding with work as scheduled. 2. Temporary heat for field offices and storage buildings. 3. Grounded UL approved extension cords from work area to power source and any additional lighting required to perform the work, and as required by applicable laws, in addition to that provided in Section 01 51 10. 4. Restoration of areas damaged by construction operations. 5. Removal of snow, frost and ice for work continuance. 6. Drinking water for own employees if otherwise not available. 7. Receiving of materials at the site. 8. Barricades for protection of people and property, including fall protection at roofs, warning signs, traffic control signs, flashers, etc., in addition to barricades specified in Section 01 53 30. 9. Acceptable fire protection within five feet (5') of any burning, welding, cutting, or soldering operations. 10. Replace barricades removed for convenience or for access to the work. 11. Materials hoisting systems as required to expedite the work. 12. Fences around excavations. 13. Ladders, scaffolding and similar items for own employees in addition to the facilities provided under Section 01 52 10. B. The Contractor erecting structural steel shall provide wire rope perimeter cabling in accordance with OSHA Standards, at the perimeters of elevated floors, elevated floor openings, and mezzanines. 1.03 SPECIAL TOOL REQUIREMENTS A. Furnish all necessary power and hand tools to properly perform the work. TSC 216120 Temporary Facilities And Controls Section 01 50 50-2 B. Certain electrical power requirements will be furnished by the Electrical Contractor under Section 015110. It is the individual Contractor's responsibility to make his own arrangements with the Electrical Contractor in the event special power requirements are needed for his special tools. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 015050 TSC 216120 Temporary Electricity, Lighting & Warning Systems Section 01 51 10-1 SECTION 01 51 10 - TEMPORARY ELECTRICITY, LIGHTING & WARNING SYSTEMS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY ELECTRICAL AND LIGHTING A. Provide temporary electric service to each of the areas of construction and provide temporary lighting and power to be used by all trades for all construction work. Tie-in may be made to Owner's existing permanent service provided that such tie-in does not interfere with the Owner's use of the existing building. If power cannot be made available through Owner's existing service, arrange with utility company for temporary service. 1. Maintain the temporary system, relocate the system as required for construction progress, and remove system at completion of Project. B. The energy cost of power consumed during construction shall be paid by the OWNER. C. Provide minimum of three 200 AMP, 120/240 volt, single phase grounded system for temporary light and power distribution. 1. The service amperage shall be adequate for the construction of the Project and the testing of the permanent equipment. 2. Temporary lighting shall be sufficient to enable all trades to complete their work. Minimum lighting requirements are one (1) 150 watt A-21 lamp installed per room or in areas over 300 square feet, stringers shall be installed in rows twenty feet (20’) apart with lights spaced fifteen feet (15') apart on the stringers. No more than eight (8) lamps shall be installed on any 20 amp circuit. Lamps for temporary lighting shall be provided and maintained by the contractor at his expense. Every temporary lamp outlet must be properly lamped throughout construction; dark or burned-out lamps shall be immediately replaced. Number 12 wire may be used for temporary lighting circuits. a. Additional lighting required to perform the work, and as required by applicable laws, is specified in Section 01 50 50. 3. Temporary power shall be sufficient to enable all trades to complete their work. A minimum of a two gang, duplex grounded convenience outlet having 3-wire grounded type receptacles shall be installed within seventy-five feet (75') of outside walls and one hundred fifty feet (150') spacing in any direction within the building. They shall be installed in such a manner that a 100' extension cord connection can reach any part of the building, including enclosed areas, such as offices. TSC 216120 Temporary Electricity, Lighting & Warning Systems Section 01 51 10-2 4. In addition to the above temporary power and lighting, provide and subsequently remove circuits for: a. Temporary safety lighting and security lighting. Security lights to work at all hours of darkness; safety lighting shall be continuous during working hours. b. Testing and checking permanent equipment. 5. Complete temporary electrical system, including lighting, power outlets, wiring, etc. shall comply with all federal regulations as issued by the Department of Labor dealing with safety and health for construction projects, and any portions of state and local safety and health regulations that are more stringent. D. Contractors requiring power requirements other than the above or in Division 26, will make arrangements with the Electrical Contractor and pay for any such electrical services. Such services are listed below but not limited to the examples shown: 1. Power to temporary offices. 2. Special power for masonry saws or mixers, floor grinders, floor sanders, welders, etc. 3. Cost of power for temporary electric heat. 1.03 TEMPORARY WARNING SYSTEMS A. Contractor shall provide temporary emergency systems, warning systems, and fire alarm systems in accordance with IOSHA standards. Contractor to provide alarm stations consisting of an area plan showing alarm station locations, escape routes to nearby exits, and a distinctive alarm capable of being heard above ambient noise levels. Remove temporary systems after permanent systems are operational. Refer to Specifications Section 01 57 60 for alarm codes to be included on area plan. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 51 10 TSC 216120 Temporary Heating, Ventilation and Cooling Section 01 51 30-1 SECTION 01 51 30 - TEMPORARY HEATING, VENTILATION AND COOLING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY HEAT A. Temporary heat shall be provided for enclosed building spaces as required for installation of any material and for working conditions required by any trade or trades working on the Project. This does not include heat or protection as required by Section 01 50 50, Paragraph 1.02.A.1. The minimum period that temporary heat must be made available for enclosed spaces (not permanently heated) begins November 1 and ends May 15th each heating season. B. An enclosed building space shall be defined as having a roof and all exterior openings closed by either temporary or permanent means. C. The following temperatures shall be maintained: 1. 50o F minimum during working hours and 40o F during non-working hours. 2. For a period of seven (7) days prior to interior finishing (wall coverings, resilient tile, acoustical ceilings, etc.), and until final acceptance or occupancy by the Owner, spaces shall be kept 60o F to 75o F during working hours and 60o F minimum at all other times. D. After the building or any designated portion has been enclosed and temporary heat is required, the Contractor shall provide and maintain all temporary heating systems using one or more of the following methods: 1. Portable heaters: smokeless type, thermostatically controlled, electric blower operated, of type approved by fire and health authorities for use without vents. This Contractor shall include necessary electrical wiring and controls. Relocate heaters and components as necessary to prevent interference with continuing construction. 2. Temporary heating system consisting of approved electric or gas fired unit heaters, direct fired make-up air units, boilers and unit heaters or other similar approved equipment. All such units shall be properly vented to the exterior, piped, wired, thermostatically controlled and have all required safety controls. 3. The permanent heating system and its component parts may be used for temporary heat where available. The building shall be in the finishing stages and the permanent heating system must be installed as designed when used to supply temporary heat. This shall include permanent power wiring connections to a permanent power source. Provide all phases of operation, TSC 216120 Temporary Heating, Ventilation and Cooling Section 01 51 30-2 maintenance, control and items of like nature during the time the permanent system is used to furnish temporary heat. a. At the termination of the use of the permanent system as a temporary heating system, the system shall be thoroughly cleaned, equipped with new filters, new belts if required, etc., and any damage repaired or replaced. b. The use of the permanent heating system for temporary heat shall not affect the warranty period which begins on the date of Substantial Completion of the Project. c. Refer to Division 23 for other requirements that may affect the use of the permanent system. 1.03 TEMPORARY VENTILATION AND COOLING A. Temporary ventilation and cooling shall be provided for enclosed building spaces as required for installation of finish building materials. The minimum period that temporary ventilation and cooling must be made available for building spaces receiving finish materials begins May 15th and ends September 15th each cooling season. 1. For a period of seven (7) days prior to interior finishing (wall coverings, resilient tile, acoustical ceilings, etc) maintain a maximum of 75F in that respective space until final acceptance or occupancy by the Owner. B. The permanent ventilation and cooling system components may be used for temporary ventilation and cooling where available. The building shall be in the finishing stages and the permanent system must be installed as designed when used to supply temporary ventilation or cooling. This shall include permanent wiring connections to a permanent power source. Provide all phases of operation, maintenance, control, and items of like nature during the time the permanent system is used to furnish temporary ventilation or cooling. 1. At the termination of the use of the permanent system as a temporary ventilation or cooling system, the system shall be thoroughly cleaned, equipped with new filters, new belts if required, etc., and any damage repaired or replaced. 2. The use of the permanent system for temporary ventilation or cooling shall not affect the warranty period which begins on the date of Substantial Completion of the Project. 3. Refer to Division 23 for other requirements that may effect the use of the permanent system. 1.04 COST OF FUEL AND ELECTRIC POWER A. The cost of all fuel and power consumed for temporary heat, ventilation and cooling will be paid by the Contractor. Equipment and tank rental is the responsibility of this Contractor. TSC 216120 Temporary Heating, Ventilation and Cooling Section 01 51 30-3 1.05 MAINTENANCE AND REMOVALS A. All portions of temporary heating, ventilation and cooling systems, not part of the permanent systems, shall be removed when the period of usefulness is over. Relocate components as required to prevent interference with continuing construction. Restore any compromised surfaces and patch penetrations. Keep temporary air filters in place and change as often as necessary. Install a clean set of permanent filters prior to air balancing. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 51 30 TSC 216120 Temporary Water Section 01 51 50-1 SECTION 01 51 50 - TEMPORARY WATER PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY CONSTRUCTION WATER A. Provide temporary water service at a convenient location, maintain the service and remove same at completion. 1. Tie-in may be made to the Owner's existing system. 2. The Owner will pay for all temporary construction water. B. If it is not practical to tie into Owner's existing water service, the Contractor shall make arrangements for a temporary service as required, pay for all water usage, and remove temporary service before final clean-up of the Project. 1.03 DRINKING WATER A. Provide chilled potable drinking water for all construction personnel in general location. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 51 50 TSC 216120 Temporary Sanitary Facilities Section 01 51 60-1 SECTION 01 51 60 - TEMPORARY SANITARY FACILITIES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY SANITARY FACILITIES A. Provide portable type toilets until sewer service is available; "Saniprep" units, or approved equal facilities. B. Provide temporary flushing type toilets when water and sewer service is available at a permanent location in the building. C. Maintain lavatories when existing facilities are approved for use. D. Adequate facilities shall be provided for all workmen on the Project and in no case less than those required by applicable federal law(s). E. This Contractor will provide necessary paper goods and soap. F. Keep facilities clean and sanitary. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 51 60 TSC 216120 Temporary Fire Protection Section 01 51 80-1 SECTION 01 51 80 - TEMPORARY FIRE PROTECTION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 FIRE PROTECTION A. Provide adequate fire protection and fire prevention for the Project and in no case less than that required by applicable federal law(s). 1. Minimum provisions, unless otherwise required by law(s), shall be 10# capacity ABC type fire extinguishers, plainly marked and easily accessible, in each area where work is in progress. 2. Provide wood standards for fire extinguishers and emergency alarm stations. The 2’ x 3’ plywood panel shall be painted green. The base shall be painted red. Six interior standards and two exterior standards are required. PART 2 – PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 51 80 TSC 216120 Construction Aids and Temporary Enclosures Section 01 52 10-1 SECTION 01 52 10 - CONSTRUCTION AIDS AND TEMPORARY ENCLOSURES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division 1-Specification Sections, apply to work of this Section. 1.02 CONSTRUCTION AIDS A. Provide and maintain temporary gang ladders, stairs, ramps, runways, platforms and other such facilities and equipment for proper access to the Work for all Contracts, and in no case less than those required by applicable Federal, State, and local law(s). B. When permanent stair framing is in place, provide temporary treads, platforms and railings for use by construction personnel. 1.03 TEMPORARY ENCLOSURES A. Provide reinforced plastic or plywood covered frames for window openings and hinged plywood or batten doors with locks to maintain temperatures necessary to perform the work and provide security. 1. Provide protection against all kinds of adverse weather so that the building and materials will not be damaged, and against unauthorized entry. 2. Protection shall be provided well in advance of finishing operations. B. Provide temporary enclosures to separate work areas from finished areas and from areas occupied by Owner; to prevent penetration of dust or moisture into finished and occupied areas, and to protect the public from construction work. 1. Temporary partition and ceiling enclosures: framing and sheet materials which comply with structural and fire rating requirements of applicable codes and standards. 2. Close joints between sheet materials, and seal edges and intersections with existing surfaces, to prevent penetration of dust or moisture. 1.04 RELOCATION AND REMOVAL A. Relocate as required by progress of construction, by storage or work requirements, and to accommodate legitimate requirements of Owner and other contractors employed at the site. B. Completely remove when construction needs can be met by use of permanent construction. TSC 216120 Construction Aids and Temporary Enclosures Section 01 52 10-2 C. Clean and repair damage caused by installation or by use. D. Restore existing facilities used for temporary purposes to specified or to original condition. E. Restore permanent facilities used for temporary purposes to specified condition. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 52 10 TSC 216120 Rubbish Container 01 52 60-1 SECTION 01 52 60 - RUBBISH CONTAINER PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division 1 Specification Sections, apply to work of this Section. 1.02 RUBBISH CONTAINER A. Provide dumpster type rubbish container or containers sized adequate for the Project waste, debris and rubbish for all Contractors, except as specified in 1.01.B above, for the life of the Project. B. Dispose of container contents weekly or at more frequent intervals if required by inadequate container capacity. C. Provide five (5) one cubic yard mobile trash carts that can be used during the project by all Contractors, after the initial floors are cast. 1. The General Trades Contractor shall empty all one cubic yard trash carts at the end of the workday, regardless of the Prime Contractor filling the cart. All trash carts shall be returned to their appropriate spot upon being emptied. The General Trades Contractor will be fined $50 for every cart not emptied and returned to the original assigned location, as determined by the Construction Manager. 1.03 TRASH CHUTES A. Erect suitable, closed, relatively dust-free chutes for the use by all trades during construction above ground floor. No material or debris will be permitted to drop free. 1. Coordinate this installation with the Construction Manager and other Contractors. END OF SECTION 01 52 60 TSC 216120 Fences Section 01 53 10-1 SECTION 01 53 10 - FENCES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 SCHEDULING A. Provide temporary fencing to provide for a safe work site. PART 2 - PRODUCTS 2.01 MATERIALS A. Fencing to be 6' high chain link with gates. Fabric to be 9 ga. galvanized wire mesh. PART 3 - EXECUTION 3.01 INSTALLATION A. Install construction fencing where indicated and around temporary structures, storage areas, roadways and other hazards as required for safety and security. B. Space posts 10' o.c. and drive 3' into ground. Fasten fence to each post with five (5) fasteners. C. Provide gate posts and gates for two (2) 20'-0" side openings (each opening to contain two (2) 10'-0" leaves) with forked type or plunger type latch to permit operation from either side of gate with padlock eye as an integral part of latch. TSC 216120 Fences Section 01 53 10-2 3.02 MAINTENANCE A. Maintain fencing in good repair until completion of the Project unless directed otherwise by the Construction Manager. B. Relocate fencing if necessary due to construction progress when directed by the Construction Manager. C. Remove fencing when directed by the Construction Manager. END OF SECTION 01 53 10 TSC 216120 Tree and Plant Protection Section 01 53 20-1 SECTION 01 53 20 - TREE AND PLANT PROTECTION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 JOB CONDITIONS A. Existing Conditions 1. Inspect all trees and plants near building site. B. Scheduling 1. Protective fencing shall be in place before commencement of any other work. PART 2 - PRODUCTS 2.01 MATERIALS A. Fencing shall be new plastic snow-type fencing, 4' high. Posts shall be heavy-duty studded steel T-posts, 1-3/8" x 1-3/8" x 7/64" thick by 4' tall. PART 3 - EXECUTION 3.01 INSTALLATION A. Trees to be protected shall have fencing placed completely around the tree at the full spread of the branches. B. Plants to remain shall have fencing placed completely around individual or groups of plants 1' beyond edge of plants. C. Existing lawn and other areas to be left undisturbed shall have fencing placed where indicated or as required for protection. D. Space posts 6' o.c. and drive 3' into the ground. Fasten fence to each post with five (5) fasteners. E. Place warning signs on tree protective fencing stating "Do Not Store Materials Within Fence". TSC 216120 Tree and Plant Protection Section 01 53 20-2 3.02 MAINTENANCE A. Maintain fencing in good repair until completion of the Project unless directed otherwise by the Construction Manager. B. Remove fencing when directed by the Construction Manager. END OF SECTION 01 53 20 TSC 216120 Barricades Section 01 53 30-1 SECTION 01 53 30 - BARRICADES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 BARRICADES A. The General Trades Contractor shall furnish and install wire rope perimeter cabling in accordance with OSHA at elevated floor slab edges and openings framed of steel. 1. Cabling shall be erected prior to placing of concrete slabs. B. The General Trades Contractor shall provide and maintain OSHA approved toe boards at all elevated floor slab edges and openings. 1. Maintain and relocate as the work progresses. 2. Dismantle and discard the cabling and toe boards when no longer of service. C. The General Trades Contractor shall provide and maintain OSHA approved top rail, mid rail and toe boards at all elevated floor slab edges and openings not framed of steel. 1. Maintain and relocate as the work progresses the railing and toe boards installed by this contract. 2. Dismantle and discard when no longer of service. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 53 30 TSC 216120 Environment Protection Section 01 54 60-1 SECTION 01 54 60 - ENVIRONMENT PROTECTION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 APPLICABLE REGULATIONS A. In order to prevent, and to provide for abatement and control of any environmental pollution arising from the construction activities of the Contractor and his Subcontractors in the performance of this Contract, they shall comply with all applicable federal, state, and local laws, and regulations concerning environmental pollution control and abatement as well as the specific requirements stated elsewhere in the Contract Documents. 1.03 RECORDING AND PRESERVING HISTORICAL AND ARCHAEOLOGICAL FINDS A. All items having any apparent historical or archaeological interest which are discovered in the course of any construction activities shall be carefully preserved. The Contractor shall leave the archaeological find undisturbed and shall immediately report the find to the Architect so that the proper authorities may be notified. 1.04 PROTECTION OF WATER RESOURCES A. The Contractor shall not pollute water resources with fuels, oils, bitumens, calcium chloride, acids, or harmful materials. It is the responsibility of the Contractor to investigate and comply with all applicable federal, state, county, and municipal laws concerning pollution of rivers and streams. All Work under this Contract shall be performed in such a manner that objectionable conditions will not be created in water resources through or adjacent to the Project areas. 1. Spillages: At all times of the year, special measures shall be taken to prevent chemicals, fuels, oils, grease, bituminous materials, waste washings, herbicides and insecticides, and cement from entering water resources. 2. Disposal: If any waste material is dumped in unauthorized areas, the Contractor shall remove the material and restore the area to its original condition. If necessary, contaminated ground shall be excavated, disposed of as directed by the Architect, and replaced with suitable fill material, compacted and finished with topsoil, all at the expense of the Contractor. TSC 216120 Environment Protection Section 01 54 60-2 1.05 PROTECTION OF FISH AND WILDLIFE A. The Contractor shall at all times perform all work and take such steps required to prevent any interference or disturbance to fish and wildlife. Fouling or polluting of water will not be permitted. Wash waters and wastes shall be processed, filtered, ponded, or otherwise treated prior to their release into the storm sewers or streams. 1.06 PROTECTION OF MONUMENTS, MARKERS AND ART WORK A. Monuments and markers shall be protected before beginning operations near them. 1.07 MAINTENANCE OF ENVIRONMENT PROTECTION CONTROL FACILITIES DURING CONSTRUCTION A. During the life of this Contract, the Contractor shall maintain all facilities constructed for pollution control under this Contract as long as the operations creating the particular pollutant are being carried out or until the material concerned has become stabilized to the extent that pollution is no longer being created. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 54 60 TSC 216120 Utility Protection Section 01 54 80-1 SECTION 01 54 80 - UTILITY PROTECTION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 PROTECTION A. Existing utility lines and structures indicated or known, and utility lines constructed for this Project shall be protected from damage during construction operations. B. Locate and flag all lines and structures before beginning excavation and other construction operations. 1.03 REMOVAL AND RELOCATION A. When utility lines and structures that are to be removed or relocated are encountered within the area of operations, notify the Construction Manager and affected utility in ample time for the necessary measures to be taken to prevent interruption of the services. 1.04 UNKNOWN LOCATIONS A. Damage to existing utility lines or structures not indicated or known shall be reported immediately to the Construction Manager and the affected utility. If determined that repairs are required under the Contract, the cost of such repairs will be covered by Change Order. B. Record locations of utility lines or structures on "Project Record Drawings" maintained at the jobsite by the Construction Manager. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 54 80 TSC 216120 Access Roads and Parking Areas Section 01 55 00-1 SECTION 01 55 00 - ACCESS ROADS AND PARKING AREAS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. B. See Allowance Section 01 21 00. 1.02 REQUIREMENTS INCLUDED A. Access Roads. B. Parking. C. Existing Pavements and Parking Areas. D. Permanent Pavements and Parking Facilities. E. Maintenance. F. Removal, Repair. PART 2 - PRODUCTS 2.01 MATERIALS A. For Temporary Construction: Contractor's option of crushed stone or gravel. B. For Permanent Construction: As specified. PART 3 - EXECUTION 3.01 PREPARATION A. Clear areas, provide surface (and storm) drainage of premises and adjacent areas. B. When practicable, coordinate use of permanent roads and parking areas with Paving Contractor. TSC 216120 Access Roads and Parking Areas Section 01 55 00-2 3.02 ACCESS ROADS A. Construct temporary (all-weather) access roads from public thoroughfares to serve construction area, of a width and load- bearing capacity to provide unimpeded traffic for construction purposes. B. Construct temporary bridges and culverts to span low areas and allow unimpeded drainage. C. Extend and relocate as work progress requires, provide detours as necessary for unimpeded traffic flow. D. Location as approved by Construction Manager. E. Provide unimpeded access for emergency vehicles. Maintain twenty foot (20') width driveways with turning space between and around combustible materials. F. Provide and maintain access to fire hydrants and control valves free of obstructions. 3.03 PARKING A. Construct temporary parking areas to accommodate use of construction personnel. When site space is not adequate, provide additional off-site parking. B. Location as approved by Construction Manager. 3.04 EXISTING PAVEMENTS AND PARKING AREAS A. (Designated) existing onsite streets and driveways may be used for construction traffic. Tracked vehicles not allowed. 3.05 PERMANENT PAVEMENTS AND PARKING FACILITIES A. (Prior to Substantial Completion) base for permanent roads and parking areas may be used for construction traffic. Avoid traffic loading beyond paving design capacity. Tracked vehicles not allowed. 3.06 MAINTENANCE A. Maintain traffic and parking areas in sound condition, free of excavated material, construction equipment, products, mud, snow, and ice. B. Maintain existing and permanent paved areas used for construction, promptly repair breaks, potholes, low areas, standing water, and other deficiencies, to maintain paving and drainage in original or specified condition. TSC 216120 Access Roads and Parking Areas Section 01 55 00-3 3.07 REMOVAL, REPAIR A. Remove temporary materials and construction when permanent paving is usable. B. Remove underground work and compacted materials to a depth of two feet (2'); fill and grade site as specified. C. Repair existing and permanent facilities damaged by usage to original and specified condition. END OF SECTION 01 55 00 TSC 216120 Dust Control Section 01 56 20-1 SECTION 01 56 20 - DUST CONTROL PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 QUALITY ASSURANCE A. Comply with the requirements of the Air Pollution Control Board of the State of Indiana and other specified requirements. 1.03 DUST CONTROL A. The Contractor will be required to maintain all excavations, embankments, stockpiles, haul roads, permanent access roads, plant sites, waste areas, borrow areas, and all other work areas on or off site free of dust. B. Approved temporary methods of stabilization consisting of sprinkling, chemical treatment, light bituminous treatment, or similar methods will be permitted to control dust. Sprinkling, to be approved, must be repeated at such intervals as to keep all parts of the disturbed area at least damp at all times; and the Contractor must have sufficient competent equipment on the job to accomplish this if sprinkling is used. Sprinkling that causes much tracking of public roads will not be allowed and other approved methods must be used. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 56 20 TSC 216120 Water Control Section 01 56 30-1 SECTION 01 56 30 - WATER CONTROL PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 WATER CONTROL A. Protect excavations, trenches and structure from damage by rain water, ground water, backing-up of drains and sewers and from all other water. Provide pumps, well points, equipment and enclosures to provide protection for the Work. B. Install approved temporary erosion control devices when discharge velocity of pumping equipment causes soil erosion at the point of discharge. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 56 30 TSC 216120 Erosion Control Section 01 56 80-1 SECTION 01 56 80 - EROSION CONTROL PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 QUALITY ASSURANCE A. Conform to requirements of regulatory agencies as called for in the General Conditions. 1. The following list is included as a bidding and construction aid and does not necessarily represent all affected agencies. a. Environmental Protection Agency. b. Corps of Engineers. c. Department of Agriculture, Soil Conservation Service. d. State of Indiana, Stream Pollution Control Board. e. State of Indiana, Department of Natural Resources, Division of Water. f. County and municipal regulatory agencies. B. Reference Standards. 1. The latest issues of the following documents form a part of this Specification to the extent indicated hereinafter. a. Indiana Department of Transportation, "Standard Specification" (INDOT). b. U.S. Department of Agriculture, Soil Conservation Service, Agriculture Information Bulletin 343, "Controlling Erosion on Construction Sites". PART 2 - PRODUCTS 2.01 MATERIALS A. Mulches and Binding Material. 1. Straw bales shall be wire bound, unweathered, wheat straw containing no viable seeds of noxious weeds as defined by Indiana Seed Law. a. When bales are used for sediment traps, provide two (2) 36" stakes per bale. TSC 216120 Erosion Control Section 01 56 80-2 PART 3 - EXECUTION 3.01 INSTALLATION A. General: 1. Surface drainage from cuts and fills within the construction limits, whether or not completed, and from borrow and waste disposal areas, shall, if turbidity producing materials are present, be held in suitable sedimentation ponds or shall be graded to control erosion within acceptable limits. 2. Temporary erosion and sediment control measures such as berms, dikes, drains, or sedimentation basins, if required to meet the above standards, shall be provided and maintained until permanent drainage and erosion control facilities are completed and operative. 3. The area of bare soil exposed at any one time by construction operations should be held to a minimum. Stream crossing by fording with equipment shall be limited to control turbidity and in areas of frequent crossings temporary culverts or bridge structures shall be installed. Any temporary culverts or bridge structures shall be removed upon completion of the Project. 4. Fills and waste areas shall be constructed by selective placement to eliminate silts or clays on the surface that will erode and contaminate adjacent streams. B. Temporary anti-mud tracking road and wheel wash area. 1. Verify removal of topsoil as specified in the appropriate specification section. 2. Spreading of compacted aggregate shall comply with IDOTSS 303.09. 3. Renew surface as often as required to provide 100% protection against mud tracking on public roads. 4. Remove as required for installation of other work as required by work sequence schedule. Clean wheel sediment trap to maintain basin. C. Straw Bale Sediment Filters. 1. Install straw bales (laid end to end) for erosion and sediment traps. Bales generally are to be placed along a line twenty feet (20') beyond toe of slopes, around sediment settling basins, wheel wash areas, and other such locations as indicated. Remove sediment before it reaches the 1/3 point on the bales. Maintain bales in position until permanent grass is sown and mulched. D. Diversion ditches, sediment basins and erosion repair. 1. Construct diversion ditches along the top of all slopes, provide chutes along the slopes from diversion ditches to sediment basins located at the toe of slopes. Ditches, chutes and sediment basins to be large enough to carry a one year storm of 30 minutes duration. Chute to be constructed of polyethylene sheeting or other approved material. Repair all slope and ditch erosion after each rainfall and clean sediment basins to maintain capacity. Maintain all work until installation of permanent lawn or planting. Remove when and as directed. TSC 216120 Erosion Control Section 01 56 80-3 2. Readjust location of control devices when and as necessary to prevent sediment from entering streams or sewers. 3.02 MAINTENANCE A. Sediment Traps and Diversion Ditches 1. Maintain until installation of permanent construction. 2. Remove sediment and redistribute on site where directed. Maximum allowable depth of sediment in any trap shall be 33%. END OF SECTION 01 56 80 TSC 216120 Housekeeping & Safety 01 56 90-1 SECTION 01 56 90 – HOUSEKEEPING & SAFETY PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division 1 Specification Sections, apply to work of this Section. 1.02 PURPOSE A. The purpose of this Section is to define and emphasize the responsibilities of the Construction Manager and each Contractor to keep the work site orderly, clean and safe for everyone. 1.03 HOUSEKEEPING REQUIREMENTS A. Each Contractor shall execute housekeeping to keep his work, the site and adjacent properties free from accumulations of construction operations and as follows: 1. Clean up all waste materials, rubbish and debris resulting from his own operations at such frequencies as required by the Construction Manager; but as a minimum on a daily basis. 2. Place waste materials, rubbish and debris in trash carts and deliver trash carts outside the building to rubbish containers, as provided under Section 01 52 60. 3. Organize and secure materials, equipment, offices in assigned areas. Maintain administrative areas in an orderly fashion and relocate as necessary to facilitate the sequence of construction. 4. Repair, patch, and touch up marred surfaces to match adjacent finishes damaged by his own operations. 5. Leave all work areas in a "broom clean" condition at the completion of their work for the day. 6 Participate in joint clean up as directed by the Construction Manager. 7. Utilized established break areas and ensure employees and subcontractors do not bring food or drink into the work area. 8. Enforce No Smoking Policies. B. The Construction Manager shall be responsible for the following items: 1. Assign locations of and responsibility for site operations and logistics to include parking, storage, project offices, break areas, rubbish containment facilities and other administrative project requirements. 2. Oversee cleaning and ensure the building and grounds are maintained free from accumulations of waste materials, rubbish, and debris. 3. The Construction Manager may, from time to time schedule joint trade clean-up times in which all Contractors shall provide labor, in proportion to the manpower employed during the time period, to clean up all debris. TSC 216120 Housekeeping & Safety 01 56 90-2 C. Each Contractor is financially responsible for his own housekeeping operations. Clean-up must be timely as well as thorough in order to meet safety regulations and permit other Contractors to perform without hindrance from dirt and debris. Failure to perform daily cleaning to the satisfaction of the Construction Manager will result in a $500/day fine. D. The cost of this work shall be included in the Contractor's Bid and must appear as a line item on the "Schedule of Values" as 1% of the total contract amount. E. Each Friday afternoon, or as designated by the Construction Manager, and more often if necessary, the Contractors, as assigned by the Construction Manager, shall perform an overall cleanup of the entire Project, including a broom cleaning. Each Contractor will be required to provide one (1) worker for two (2) hours minimum to participate in general building and site clean-up. This work will be directed by the Construction Manager. Failure to participate in the clean up as assigned by the Construction Manager will result in a $500 fine. 1.04 SAFETY REQUIREMENTS A. Each Contractor is responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of their work including: 1. Protection of their employees and those around them that may be affect by their work. 2. Providing and maintaining an up-to-date HAZCOM and Safety Plan on file in the Construction Managers office. No contractor may mobilize or work on the site without said plan on file in the Construction Managers Office. MSDS must be kept current for materials utilized on the job site. 3. Identifying and notifying the Construction Manager of hazards whether a result of their operations or operations affecting or may affect their employees on project. 4. Each Contractor will employ and identify a “competent person” as defined by OSHA for each of its operations in accordance with OSHA/IOSHA/MIOSHA regulations. B. Construction Manager will coordinate the safety plans of each contractor and notify the Owner of any known hazards that may affect the site. PART 2 - PRODUCTS 2.01 MATERIALS A. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. B. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. C. Each Contractor shall provide his own cleaning materials and equipment. TSC 216120 Housekeeping & Safety 01 56 90-3 D. Ensure that current Material Safety Data Sheets are on file in the HAZCOM and Safety Plan in the Construction Manager’s Office. PART 3 - EXECUTION 3.01 DURING CONSTRUCTION A. Execute cleaning to ensure that building, grounds, public and adjacent properties are maintained free from accumulations of waste materials and rubbish. B. Wet down dry materials and rubbish to lay dust and prevent blowing dust. C. Daily during progress of work, clean site and public properties and deliver waste materials, debris and rubbish to dumpster. D. Leave no Trash or Debris in the building or uncontained on the site overnight. E. Remove debris from concealed spaces before enclosing the space. F. Handle materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights. G. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces or affect the HVAC systems. H. Place no new work on dirty surfaces. I. Store volatile wastes in covered metal containers, and remove from premises daily. J. Prevent accumulation of wastes which create hazardous conditions. K. Provide adequate ventilation during use of volatile or noxious substances. L. Conduct cleaning and disposal operations to comply with local ordinances and anti- pollution laws. 1. Do not burn or bury rubbish and waste materials on Project site. 2. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. 3. Do not dispose of wastes into streams or waterways. M. Clean exposed surfaces and protect as necessary to maintain them free from damage and deterioration through Substantial Completion. END OF SECTION 01 56 90 TSC 216120 Offices and Sheds Section 01 59 20-1 SECTION 01 59 20 - OFFICES AND SHEDS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY STRUCTURES A. Temporary structures required for offices, storage or other purposes in the performance of the Work, shall be located and erected only with approval of the Construction Manager and Owner and shall be removed and the premises shall be cleaned of all debris when directed. The vacated area shall be restored to the original condition when necessary. B. All temporary work sheds and offices, if of combustible construction, shall be located at least thirty feet (30') from the building. C. Contractors requiring power to temporary structures will make their own arrangements for such power as provided in Section 01 51 10. D. Relocation costs by CONTRACTOR - one time. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 59 20 216060.00 Product Requirements 01 60 00-1 SECTION 01 60 00 - PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; product substitutions; and comparable products. 1. It is the intent of the Specifications and Drawings to accomplish a complete and first-rate installation executed by competent and experienced workers. 2. Equipment, specialties, and similar items shall be checked for compliance and approved prior to installation. Contractors are cautioned that work or equipment installed without approval is subject to condemnation, removal, and subsequent replacement with an approved item without extra remuneration. B. Related Sections include the following: 1. Divisions 02 through 49 Sections for specific requirements for warranties on products and installations specified to be warranted. 1.2 DEFINITIONS A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility, except that products consisting of recycled-content materials are allowed, unless explicitly stated otherwise. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Basis-of-Design Product Specification: Where a specific manufacturer's product is named and accompanied by the words "basis of design," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of other named manufacturers. 1.3 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options. 216060.00 Product Requirements 01 60 00-2 1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors. 2. If a dispute arises between contractors over concurrently selectable but incompatible products, A/E will determine which products shall be used. 1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. B. C. Delivery and Handling: 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. D. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project structure. 3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. 4. Store cementitious products and materials on elevated platforms. 5. Store foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 6. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage. 7. Protect stored products from damage and liquids from freezing. 8. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner. E. Each Contractor shall be responsible for materials he orders for delivery to the jobsite. Responsibility includes, but is not limited to, receiving, unloading, storing, protecting, and setting in place; ready for final connections. 1. The Owner will not be responsible for deliveries related to the construction or operation of the Contractor. The Owner cannot sign delivery forms for the Contractor. F. Contractors shall insure that products are delivered to the Project in accordance with the Construction Schedule of the Project. In determining date of delivery, sufficient time shall be allowed for shop drawings and sample approvals, including the possibility of 216060.00 Product Requirements 01 60 00-3 having to resubmit improperly prepared submittals or products other than those specified and the necessary fabrication or procurement time along with the delivery method and distance involved. 1.5 WARRANTIES A. Specific warranties or bonds called for in the Contract Documents, in addition to that falling under the general warranty as set forth in General Conditions, shall be furnished in accordance with the requirements of the Specifications. 1. Owner’s Recourse: Expressed warranties made to the Owner are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under law. Expressed warranty periods shall not be interpreted as limitations on the time in which the Owner can enforce such other duties, obligations, rights, or remedies. a. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit selection to products with warranties not in conflict with requirements of the Contract Documents. B. Each Contractor shall and does hereby agree to warrant for a period of one year, or for longer periods, where so provided in the Specifications, as evidenced by the date of Substantial Completion issued by the A/E, products installed under the Contract to be of good quality in every respect and to remain so for periods described herein. C. Should defects develop in the previously mentioned Work within the specified periods, due to faults in products or their workmanship, the Contractor hereby agrees to make repairs and do necessary Work to correct defective Work to the A/E's satisfaction, in accordance with the General and Supplementary Conditions. Such repairs and corrective Work, including costs of making good other Work damaged by or otherwise affected by making repairs or corrective Work, shall be done without cost to the Owner and at the entire cost and expense of the Contractor within 30 days after written notice to the Contractor by the Owner. 1. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as a result of such failure or must be removed and replaced to provide access for correction of warranted construction. 2. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. D. Nothing herein intends or implies that the warranty shall apply to Work that has been abused, neglected, or improperly maintained by the Owner or his successor in interest. E. Where service on products is required under this Article, it shall be promptly provided when notified by the Owner and no additional charge shall be made, unless it can be established that the defect or malfunctioning was caused by abuse or accidental damage not to be expected under conditions of ordinary wear and tear. F. In the event movement in the adjoining structure or components causes malfunctioning, the Contractor responsible for the original installation of the adjoining structure or components shall provide such repair, replacement, or correction necessary to provide 216060.00 Product Requirements 01 60 00-4 for proper functioning to bring the equipment back into the same operating condition as approved at the completion of the building. G. The manufacturer and supplier expressly warrants that each item of equipment furnished by him and installed in this Project is suitable for the application shown and specified in the Contract Documents and includes features, accessories, and performing characteristics listed in the manufacturer's catalog in force on the date bids are requested for the Work. This warranty is intended as an assurance by the manufacturer that his equipment is not being misapplied and is fit and sufficient for the service intended. This warranty is in addition to and not in limitation of other warranties or remedies required by law or by the Contract Documents. It shall be the responsibility of the Contractor for the particular equipment to obtain this warranty in writing. H. In case the Contractor fails to do Work so ordered, the Owner may have Work done and charge the cost thereof against monies retained as provided for in the Agreement and, if said retained monies shall be insufficient to pay such cost or if no money is available, the Contractor and his Sureties shall agree to pay to the Owner the cost of such Work. I. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. 2. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Owner. J. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution. 1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed. 2. Specified Form: When specified forms are included with the Specifications, prepare a written document using appropriate form properly executed. 3. Refer to Divisions 02 through 49 Sections for specific content requirements and particular requirements for submitting special warranties. K. Submittal Time: Comply with requirements in Division 01 Section "Closeout Procedures." PART 2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, that are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 216060.00 Product Requirements 01 60 00-5 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," A/E will make selection. 5. Where products are accompanied by the term "match sample," sample to be matched is A/E's. 6. Descriptive, performance, and reference standard requirements in the Specifications establish "salient characteristics" of products. B. Product Selection Procedures: 1. Product: Where Specifications name a single product and manufacturer, provide the named product that complies with requirements. 2. Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. 3. Products: Where Specifications include a list of names of both products and manufacturers, provide one of the products listed that complies with requirements. a. Restricted List: Where specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Substitutions for Contractor’s convenience will not be considered after award, unless otherwise noted. 4. Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. a. Restricted List: Where specifications include a list of manufacturer’s names, provide a product by one of the manufacturers listed that complies with requirements. Substitutions for Contractor’s convenience will not be considered, unless otherwise indicated. 5. Basis-of-Design Product: Where Specifications name a product and include a list of manufacturers, provide the specified product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. . 6. Visual Matching Specification: Where Specifications require matching an established Sample, select a product that complies with requirements and matches A/E's sample. A/E's decision will be final on whether a proposed product matches. a. If no product available within specified category matches and complies with other specified requirements, comply with provisions in Part 2 Article "Product Substitutions" for proposal of product. 7. Visual Selection Specification: Where Specifications include the phrase "as selected from manufacturer's colors, patterns, and textures" or a similar phrase, select a product that complies with other specified requirements. a. Standard Range: Where Specifications include the phrase "standard range of colors, patterns, textures" or similar phrase, A/E will select color, pattern, density, or texture from manufacturer's product line that does not include premium items. 216060.00 Product Requirements 01 60 00-6 b. Full Range: Where Specifications include the phrase "full range of colors, patterns, textures" or similar phrase, A/E will select color, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. 2.2 PROTECTION A. Contractor shall protect building elements and products subject to damage. Should workers or other persons employed or commissioned by a Contractor be responsible for damage, the entire cost of repairing said damage shall be assumed by that individual Contractor. Should damage be done by a person or persons not employed or commissioned by a Contractor, the respective Contractors shall make repairs and charge the cost to the guilty person or persons. The affected Contractors shall be responsible for collecting such charges. If the person or persons responsible for damage cannot be discovered, the respective Contractor shall make full and satisfactory repairs, and the cost of Work shall be prorated against each Contractor. B. The respective Contractors shall protect their products prior to installation and final acceptance. Storage shall be dry, clean, and safe. Materials or equipment damaged, deteriorated, rusted, or defaced due to improper storage shall be repaired, refinished, or replaced, as required by the A/E. Products lost through theft or mishandling shall be replaced by the Contractor without cost to the Owner. 2.3 ACCEPTANCE OF EQUIPMENT OR SYSTEMS A. The Owner will not accept the start of the warranty period on systems or equipment until Substantial Completion is issued to the respective Contractor(s) for Owner's occupancy of the building, in part or whole. Each Contractor shall make such provisions as required to extend the manufacturer's warranty from time of initial operation of systems or equipment until Substantial Completion is given in writing. PART 3 - EXECUTION (Not Used) END OF SECTION 01 60 00 TSC 216120 Final Cleaning Section 01 71 50-1 SECTION 01 71 50 - FINAL CLEANING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 SAFETY REQUIREMENTS A. Hazards Control. 1. Store volatile wastes in covered metal containers, and remove from premises daily. 2. Prevent accumulation of wastes, which create hazardous conditions. 3. Provide adequate ventilation during use of volatile or noxious substances. B. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. 1. Do not burn or bury rubbish and waste materials on Project site. 2. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. 3. Do not dispose of wastes into streams or waterways. PART 2 - PRODUCTS 2.01 MATERIALS A. Use only cleaning materials recommended by manufacturer of surface to be cleaned. B. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 - EXECUTION 3.01 FINAL CLEANING A. Employ professional cleaners for final cleaning. B. In preparation for substantial completion or occupancy, conduct final inspection of interior and exterior surfaces and of concealed spaces. TSC 216120 Final Cleaning Section 01 71 50-2 C. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from interior and exterior finished surfaces. Clean all surfaces exposed to the accumulation of dirt, dust or debris whether or not easily with-in sight. D. Clean all areas of glass. E. Broom clean paved surfaces; rake clean other surfaces of grounds. F. Maintain cleaning until Project, or portion thereof, is accepted by the Owner. G. Immediately bring to the attention of the Construction Manager any items requiring repair that are discovered during the process of final cleaning. H. When final cleaning involves use of volatile or noxious products and there exists a possibility of fumes entering adjacent occupied areas, coordinate with Owner, through Construction Manager, for additional ventilation requirements or a more acceptable time, including off hours, to perform the work. END OF SECTION 01 71 50 TSC 216120 Field Engineering Section 01 72 00-1 SECTION 01 72 00 - FIELD ENGINEERING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 SUMMARY A. Section includes administrative and procedural requirements for field engineering services including, but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. Anchor bolt location survey. 1.03 SUBMITTALS A. Qualification Data: For land surveyor to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects, owners, and Construction Managers and other information specified. B. Record Log: upon request C. Anchor Bolt Survey: upon completion of the Anchor Bolt installation. D. Certified Survey of foundation walls and site improvements: upon completion. E. Report discrepancies found during Construction Layout to the Architect and Construction Manager in writing before proceeding with the work. F. Request for Information: Upon discovery of items needing clarification in the Contract Documents. 1.04 QUALITY ASSURANCE A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land-surveying services of the kind indicated. PART 2 – PRODUCTS - (Not Used) TSC 216120 Field Engineering Section 01 72 00-2 PART 3 – EXECUTION 3.01 EXAMINATION A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. 1. Before construction, verify the location and points of connection of utility services. B. Existing Utilities: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; and underground electrical services. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. 3.02 PREPARATION A. Existing Utility Information: Furnish information to Construction Manager that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. B. Field Measurements: Within 21 days after notice to proceed, take field measurements as required to fit the Work properly. Where portions of the Work are indicated to fit to existing construction, verify dimensions of existing construction by field measurements before proceeding with the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Construction Manager. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. 3.03 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect and Construction Manager promptly. TSC 216120 Field Engineering Section 01 72 00-3 B. General: Engage a land surveyor to lay out the Work using accepted surveying practices. 1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 3. Inform installers of lines and levels to which they must comply. 4. Check the location, level and plumb, of every major element as the Work progresses. 5. Notify Architect and Construction Manager when deviations from required lines and levels exceed allowable tolerances. 6. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and invert elevations. D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. E. Anchor Bolt Survey Location: On completion of anchor bolt installation and prior to erecting steel, prepare a certified survey showing dimensions, locations, angles, and elevation of anchor bolts. F. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Make the log available for reference by Architect and Construction Manager. 3.04 FIELD ENGINEERING A. Identification: Owner will identify existing benchmarks, control points, and property corners. B. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. 1. Do not change or relocate existing benchmarks or control points without prior written approval of Construction Manager. Report lost or destroyed permanent benchmarks or control points to Construction Manager before proceeding. 2. Replace lost or destroyed permanent benchmarks and control points promptly. Base replacements on the original survey control points. TSC 216120 Field Engineering Section 01 72 00-4 C. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities having jurisdiction for type and size of benchmark. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. 2. Where the actual location or elevation of layout points cannot be marked, provide temporary reference points sufficient to locate the Work. 3. Remove temporary reference points when no longer needed. Restore marked construction to its original condition. D. Certified Survey: On completion of foundation walls, major site improvements, and other work requiring field-engineering services, submit in triplicate, a certified survey showing dimensions, locations, angles, and elevations of construction and sitework. END OF SECTION 01 72 00 TSC 216120 Work Layout Section 017250-1 SECTION 01 72 50 - WORK LAYOUT PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 LAYOUT A. Each Contractor shall be responsible for the layout of his work and the coordination of his work with other trades. B. Verify all grades, lines, levels and dimensions as shown on Drawings and report any errors or inconsistencies to the Construction Manager before commencing work. C. Dimensions shall not be scaled from the Drawings. PART 2 - PRODUCTS, PART 3 - EXECUTION: (Not Used) END OF SECTION 01 72 50 216060.00 Cutting And Patching CM/M/S-01 73 29-1 SECTION 01 73 29 - CUTTING AND PATCHING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes procedural requirements for cutting and patching. B. Related Sections include the following: 1. Division 02 Section "Selective Structure Demolition" for demolition of selected portions of the building. 2. Divisions 2 through 33 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. 1.2 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of other Work. B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. C. Cutting and patching performed during the manufacture of products or during the initial fabrication, erection, or installation processes is not considered to be "cutting and patching" under this definition. Drilling of holes to install fasteners and similar operations are also not considered to be "cutting and patching". 1.3 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. 1. Structural Elements: When cutting and patching structural elements, notify A/E of locations and details of cutting and await directions from the A/E before proceeding. Shore, brace, and support structural element during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection. a. Foundation construction. b. Bearing and retaining walls. c. Structural concrete. d. Structural steel. e. Lintels. f. Structural decking. g. Miscellaneous structural metals. h. Exterior curtainwall construction. i. Equipment supports. j. Piping, ductwork, vessels, and equipment. k. Structural systems of special construction in Division 13 Sections. 216060.00 Cutting And Patching CM/M/S-01 73 29-2 B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operating elements include the following: 1. Primary operational systems and equipment. 2. Air or smoke barriers. 3. Fire-suppression systems. 4. Mechanical systems piping and ducts. 5. Control systems. 6. Communication systems. 7. Conveying systems. 8. Electrical wiring systems. 9. Operating systems of special construction in Division 13 Sections. 10. Fire detection and alarm systems. 11. Fire separation assemblies. C. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. Miscellaneous elements include the following: 1. Water, moisture, or vapor barriers. 2. Membranes and flashings. 3. Exterior curtain-wall construction. 4. Equipment supports. 5. Piping, ductwork, vessels, and equipment. 6. Noise- and vibration-control elements and systems. 7. Sprayed fire-resistive material. D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in A/E's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. E. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. F. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment. 1.4 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. 216060.00 Cutting And Patching CM/M/S-01 73 29-3 PART 2 - PRODUCTS 2.1 MATERIALS A. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials. B. Cast-In-Place Concrete 1. Cementitious Materials a. Portland Cement: ASTM C150, Type I or III, grey. b. Normal-Weight Aggregate: ASTM C33, Class 3S. 2. Mix a. Minimum Compressive Strength: 3500 psi at 28 days. b. Maximum Water-Cementitious Materials Ratio: 0.45. c. Slump Limit: 4 inches, plus or minus 1 inch, before adding water-reducing or plasticizing admixtures, with maximum slump less than 6 inches. 1) High range water reducers are not allowed. d. Air Content: Do not allow air content of troweled finish floors to exceed 3 percent. C. Hydraulic Cement Repair Underlayment: Cement-based, polymer-modified self- leveling product that can be applied in thicknesses required to patch and that can be feathered at edges to match adjacent floor elevations. 1. Cement Binder: ASTM C150, Portland cement or hydraulic or blended hydraulic cement as defined in ASTM C219. 2. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer. a. Provide aggregate when recommended in writing by underlayment manufacturer for underlayment thickness required. 4. Compressive Strength: Not less than 4,000 psi at 28 days when tested according to ASTM C 109. 5. Products: Subject to compliance with requirements, provide one of the following: a. Ardex, Inc.; Ardex k-15 b. BASF; Enemrex Self-Leveling Underlayment of MBT Mastertop 110 Plus Underlayments. c. Dayton Superior Corp.; Levelayer d. Dependable Chemical Co.; Skimflow ES e. Euclid Chemical Company; Super Flo-Top f. MAPEI Corp.; Ultrapan 1 Plus g. Maxxon Corp.; Level-Right h. TEC Specialty Products; EZ Level D. Masonry Materials 1. Concrete Masonry Units: ASTM C90, normal weight, unless otherwise noted. 2. Mortar Material: Comply with ASTM C270, property specification. a. Portland Cement: ASTM C150, Type I or Type II. 216060.00 Cutting And Patching CM/M/S-01 73 29-4 b. Hydrated Lime: ASTM C207, Type S. c. Aggregate for Mortar: ASTM C144. d. Use Type N mortar, unless otherwise noted. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Existing Warranties: Remove, replace, patch and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. B. Temporary Support: Provide temporary support of Work to be cut. C. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. D. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching according to requirements in Division 01 Section "Summary." E. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. 3.3 CUTTING AND PATCHING A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. 2. Do not use cutting torches. 3. Contractor shall make arrangements with the other trades for fitting his Work into the construction. Where the Contractor was given sufficient information as to required openings prior to construction and then the cost for cutting and restoring shall be paid for by the Contractor failing to provide the required openings. 216060.00 Cutting And Patching CM/M/S-01 73 29-5 4. Contractor shall be responsible for cutting, fitting, and patching that may be required to complete his Work. Contractors shall not endanger Work of other Contractors by cutting, excavating, or otherwise altering Work; and shall not cut or alter the Work of other Contractors except with written consent of the A/E. Costs caused by defective or ill-timed Work shall be borne by the party responsible. 5. Cutting or restoring performed by Contractors which is condemned by the A/E shall have such correction or restoration work performed through the General Contractor when so instructed by the A/E. The cost of such Work shall be borne by the Contractor responsible for the originally defective Work. 6. No Contractor shall not do cutting that may impair the strength of the building or its components. No holes except for small screws or bolts may be drilled in the beams or other structural members for the purpose of supporting, routing, or attaching Work without obtaining prior approval from the A/E. a. Provide temporary support of work to be cut. 7. Contractor shall do his own cutting and patching work in the existing building. This shall include cutting and patching required installing new utilities on the Project site. 8. Refer to other Sections of these Specifications for specific cutting and patching requirements and limitations applicable to individual units of Work. 9. Unless otherwise specified, requirements of this Section apply to Mechanical and Electrical Work. a. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. B. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete or Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. a. After coring, Contractor shall pack and grout openings around sleeves or work penetrating the floor or deck. b. CMU Removal: Remove units that are damaged or require removal to accommodate new work. Carefully remove entire units joint to joint, without damaging surrounding masonry in a manner that permits replacement with full size units. 1) Support and protect remaining masonry that surrounds removal area. Maintain reinforcement and adjoining construction in an undamaged condition. 2) Clean surrounding removal areas by removing mortar, dust, and loose particles in preparation for replacement. 216060.00 Cutting And Patching CM/M/S-01 73 29-6 4. Excavating and Backfilling: Comply with requirements in applicable Division 31 Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Do not proceed with patching until after construction operations requiring cutting in immediate area are complete. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. b. Patch CMU: Replace damaged or removed units into bonding and coursing pattern of existing. Lay replacement units with completely filled bed, head, and collar joints. Butter ends with sufficient mortar to fill head joints and shove into place. 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. a. Cut, patch, and repair plaster as necessary to accommodate new work and to restore to match adjacent undisturbed surfaces. Repair or replace work to eliminate evidence of new work. b. Refer to Division 09 Section "Acoustical Panel Ceilings" for replacement of acoustical ceilings. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. END OF SECTION 01 73 29 TSC 216120 Contract Closeout Section 01 77 00-1 SECTION 01 77 00 - CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. The Work of this Section shall be included as a part of the Contract Documents of each Contractor on this Project. Where such Work applies to only one Contractor, it shall be defined as to which Contractor the Work belongs. B. Refer to the amended General Conditions of the Contract for Substantial Completion and final payment. C. Specification Section 01 33 00 Submittal Procedures. 1.02 SUMMARY A. Closeout is one of the most important aspects of the project. Preparation for Closeout starts from the beginning of the project and includes all the activities for final acceptance, final payment, normal termination of contract, occupancy by Owner, and similar actions evidencing completion of the Work. Specific requirements for individual units of Work are specified in the contract documents. Time of closeout is directly related to “Substantial Completion.” B. This Section includes administrative and procedural requirements for contract closeout including, but not limited to, the following: 1. Prerequisites to substantial completion 2. Prerequisites to final payment 3. Punch list 4. Correction of Work period 5. Project record documents 6. Certification of code compliance 7. Operation and maintenance manuals 8. Instructions for the Owner’s personnel C. All closeout documentation shall be submitted electronically via The Skillman Way On-Line Collaboration System. Each electronic submittal transmittal shall include the following information: 1. Date submitted. 2. Project title and number. 3. Contractor’s name and address. 4. Identification by Specification Section and quantity submitted for each submittal including name of subcontractors, manufacturer, or supplier. 5. Notification of deviations from the Contract Documents for each submittal. TSC 216120 Contract Closeout Section 01 77 00-2 1.03 PREREQUISITES TO SUBSTANTIAL COMPLETION A. General: Prior to requesting Architect/Engineer inspection for certification o Substantial Completion (for either entire Work or portions thereof), complete the following and list known exceptions in request: 1. In the Application for Payment that coincides with, or first follows the date Substantial Completion is claimed, show 100 percent completion for the Work claimed as substantially complete. a. Include supporting documentation for completion as indicated in those Contract Documents and a statement showing an accounting for changes to the Contract sum. b. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship/maintenance bonds, maintenance agreements, agreements, final certifications, and similar documents. 4. Obtain and submit releases enabling Owner’s full and unrestricted use of the Work and access to services and utilities, including occupancy permits, operating certificates, and similar releases. 5. Submit record drawings, maintenance, operating instructions, and similar final record information. 6. Deliver tools, spare parts, extra stocks of materials, and similar physical items to Owner. Complete receipt for extra stock form, at the end of this Section. 7. Make final changeover of locks and transmit keys to Owner and advise Owner’s personnel of changeover in security provisions. 8. Complete start-up testing of systems and instructions of Owner’s operating/maintenance personnel. Discontinue and remove from project site temporary facilities and services, along with construction tools, mock-ups, and similar elements. 9. Complete final cleaning-up requirements. Refer to Section 01 71 50 – Final Cleaning. 10. Touch up and otherwise repair and restore marred, exposed finishes. B. Inspection Procedures: On receipt of a request for inspection, the Architect will either proceed with inspection or advise the Contractor of unfulfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. The Architect will repeat inspection when requested and assured that the work is substantially complete. 2. Results of the completed inspection will form the basis of requirements for final acceptance. TSC 216120 Contract Closeout Section 01 77 00-3 1.04 PREREQUISITES TO FINAL PAYMENT A. General: Prior to requesting Architect/Engineer final inspection for certification of final payment, complete the following: 1. Submit final payment request, with releases and supporting documentation not previously submitted and accepted. Include insurance certificates for products and complete operations where required. 2. Submit copy of Architect/Engineer final punch list of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance. 3. Submit record drawings, maintenance manuals, and similar final record information. 4. Certification of code compliance for Mechanical, Plumbing and Electrical work. 5. Submit certification stating that no materials containing asbestos were incorporated into the work. 6. Plumbing Contractor shall submit certification stating that no flux or solder used for drinking water piping contained more than 0.2 percent lead, and that no pipe or fittings used for drinking water piping contained more than 8.0 percent lead. 7. Firestopping Contractor’s letter of certification stating that all Firestopping systems have been installed in accordance with the Contract Documents. 8. Submit final meter readings for utilities, a measured record of stored fuel, and similar data as of the date of Substantial Completion of when the Owner took possession of and assumed responsibility for corresponding elements of the work. 9. Submit consent of surety to final payment. 10. Submit evidence of final, continuing coverage complying with insurance requirements. 11. Submit a final liquidated damages settlement statement, if applicable. Final unconditional waiver of liens, prepared on AIA Documents G706, G706A, and Consent of Surety G707. B. Re-inspection Procedure: The Architect will re-inspect the work upon receipt of notice that the work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to the Architect. 1. Upon completion of re-inspection, the Architect will prepare a certificate of final acceptance. If the work is incomplete, the Architect will advise the Contractor of work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. PART 2 – PRODUCTS, (Not Used) TSC 216120 Contract Closeout Section 01 77 00-4 PART 3 - EXECUTION 3.01 PUNCH LIST A. Prior to the Architect’s preparation of a Project Punch List, Construction Manager shall prepare a Work Completion List for use by Contractors and Subcontractors and Architect to facilitate completion of the Work. B. The Construction Manager’s inspection shall be as thorough as possible, in accordance with his desire to provide first-class workmanship. C. After receipt of the Construction Manager’s Work Completion List, the Contractors shall bring their work to 100% completion or list those items they cannot complete to 100% with the reasons why and inform the Construction Manager and the Architect they are ready for final inspection. D. Architect shall observe the Work, and prepare the Project Punch List for use by the Construction Manager, Contractors, and their subcontractors to expedite proper completion of the Work. E. Contractors will designate one or more individuals as required to complete the listed items within the specified time limits herein. This individual will be specifically assigned to the completion and correction of punch list items and have no other assignments. This individual will report to the Construction Managers designated Punch List Supervisor on a daily basis to report progress and removal of punch list items. F. The time fixed by the Architect and Construction Manager for the completion of all items referenced on the Certificate of Substantial Completion shall not be greater than 21 days. The Contractor shall complete items on the list within such 21-day period. The Contractor shall begin completion and correction activities within 7 days of receipt of the lists and complete all activities within the 21-day period specified. If the Contractor fails to do so, the Owner in its discretion may perform the Work by itself or others and the cost thereof shall be charged against the Contractor. If more than one inspection by the Architect for the purpose of evaluating corrected work for a Contractor is required by the subject list of items to be completed or corrected, it will be performed at the Contractor’s expense. G. At the time the Architect commences the Substantial Completion Inspection, if the Architect discovers excessive additional items requiring completion or correction, the Architect may decline to continue the inspection, instructing the Contractor as to the general classification of deficiencies which must be corrected before the Architect will resume the Substantial Completion Inspection. If the Contractor fails to pursue the Work so as to make it ready for Substantial Completion Inspection in a timely fashion, the Architect shall, after notifying the Contractor, conduct inspections and develop a list of items to be completed or corrected. This list of items shall be furnished to the Contractor who shall proceed to correct such items TSC 216120 Contract Closeout Section 01 77 00-5 within 21 days. The Architect will conduct additional inspections as required to determine that the Work is ready for Substantial Completion Inspection. H. The Architect will invoice the Owner for (1) the cost of inspections between the termination of the initial Substantial Completion Inspection and the commencement of the satisfactory Substantial Completion Inspection, (2) The cost of inspection or review after the 21day period established for the completion of the list by the Contractor. The Contractor shall reimburse the Owner for such costs, and the Owner may offset the amounts payable to the Architect for such services from the amounts due the Contractor under the Contract Documents. I. Contractors will continue to attend progress meetings with the Owner, Architect and Construction Manager until they are 100% complete with their contract. J. Contractors failing to actively participate in the correction of the punch list delaying the close out of the project beyond the 21-day period will also reimburse the Owner for additional time of the Construction Manager required to facilitate the closeout of the Project. 3.02 CORRECTION OF WORK PERIOD (WARRANTY) A. Prior to the expiration of the one-year correction of work period (warranty), the Architect and Construction Manager will check to see if additional Work by the Contractor(s) is needed to make good on the warranties. An itemized list will be furnished to the Contractor for corrective or replacement work. B. This Work shall be completed immediately by the Contractor(s) after receiving notification. 3.03 PROJECT RECORD DOCUMENTS A. Project Record Documents include drawings, project manual, product data, and samples. B. Each Prime Contractor shall update “Project Record Drawings” on separate blue or black line prints set-aside especially for this purpose on the job. Drawings shall incorporate changes made in the Work of the respective trades during the construction period. Such changes shall be indicated at the time they occur. 1. Accurately record information in an understandable drawing technique. 2. Record data as soon as possible after obtaining it. Record and check markup prior to enclosing concealed installations. C. The Construction Manager shall maintain at the jobsite one copy of Drawings, Project Manual, addenda, final shop drawings, change orders, field orders, other contract modifications, and other documents submitted by the Contractor, in compliance with various Sections of the Project Manual. TSC 216120 Contract Closeout Section 01 77 00-6 D. Project Record Drawings shall be clearly marked “Project Record Document”, maintained in good condition; available for observation by the Architect; and shall not be used for construction purposes. Mark these drawings to show the actual installation where the installation varies from the installation shown originally. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. Items required to be marked include, but are not limited to, the following: 1. Dimensional changes to the Drawings. 2. Significant detail not shown in the original Contract Documents including Change Orders or Construction Change Directives. 3. The location of underground utilities and appurtenances dimensionally referenced to permanent surface improvements. 4. The location of internal utilities and appurtenances concealed in building structures, referenced to visible and accessible features of the structures. 5. When elements are placed exactly as shown on Drawings, so indicate; otherwise show changed location. 6. Revisions to details shown on the Drawings. 7. Depths of foundations below the first floor. 8. Revisions to routing of piping and conduits. 9. Revisions to electrical circuiting. 10. Actual equipment locations. 11. Duct size and routing. 12. Changes made following the Architect’s written orders. 13. Details not on original Contract Drawings. 14. Charts and locations of concealed work. a. The plumbing and HVAC Contractors shall prepare a suitable chart identifying and locating each concealed control or other concealed item requiring repair, adjustment, and maintenance. Charts shall be mounted in suitable frames with glass covers secured to wall where directed. b. Charts shall list each item, together with its function, item number, and location. c. Locations throughout the building shall be identified on the wall or ceiling by permanent non-obstructive plates, labels, or other approved means secured in a permanent manner. d. Chart details, identification methods, locations, and methods of attachment shall be as approved by the Architect’s representative at the jobsite upon full submission of proposed procedures and proper execution of same. E. Keep project record documents current. Do not permanently conceal work until the required information has been recorded. Mark record prints of Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. Where shop drawings are marked, show cross reference on Contract Drawings location. TSC 216120 Contract Closeout Section 01 77 00-7 1. Mark record sets with red, or color that may be photo copied, erasable colored pencil. Use other colors (no blue) to distinguish between changes for different categories of the work at the same location. 2. Note Construction Change Directive numbers, alternate numbers, change order numbers, and similar identification. F. During the construction period, maintain one copy of the Project Manual, including addenda and modifications issued, for Project Record Documents purposes. 1. Mark the Specifications to indicate the actual installation where the Installation varies from that indicated in Specifications and modifications issued. Note related project record drawings information, where applicable. Give particular attention to substitutions, selection of product options, and information on concealed installations that would be difficult to identify or measure and record later. G. Record Sample Submittal: Immediately prior to date of Substantial Completion, meet with the Architect and Owner’s personnel at the site to determine which of the samples maintained during the construction period shall be transmitted to the Owner for record purposes. Comply with the Architect’s instructions for packaging, identification marking, and delivery to the Owner’s samples storage space. Dispose of other samples in a manner specified for disposing samples and waste materials. H. Monthly record on the Construction Manager’s “Project Record Documents” changes made to the contract documents. 1. Title sheets shall be labeled “Project Record,” dated, and signed by the Contractor(s). 2. The Construction Manager’s record drawings will be submitted to the Owner. I. Prior to final completion the Contractors for Mechanical, Plumbing, Fire Protection and Electrical Work shall update their working drawings with changes made in his Work. Contractors will submit record drawings as agreed upon with the Owner, Architect, and Construction Manager, and/or as required elsewhere in the Contract Documents. 1. Each drawing shall be labeled “Project-Record,” dated and signed by the Contractor. 3.04 CERTIFICATION OF CODE COMPLIANCE A. Prior to final payment the Contractors indicated below shall submit through the Construction Manager to the Architect (in duplicate) letters of certification of code compliance as follows: 1. The Contractor(s) for Mechanical and Plumbing Work shall submit letter certifying mechanical installations comply with UMC current applicable editions. 2. The Contractor(s) for Electrical Work shall submit letters certifying that electrical wiring complies with NEC current applicable editions. TSC 216120 Contract Closeout Section 01 77 00-8 3. The Contractor(s) for Electrical Work shall submit letters certifying that alarm systems, smoke and heat detection systems comply with Chapter 31 (Regulations No. 7) of UBC, current applicable edition, as supplemented by NFPA Standards 72A, B, C, D, and E. 3.05 MAINTENANCE AND OPERATING INFORMATION A. The Contractors shall submit through The Skillman On-Line Collaboration System Maintenance and Operating Information presenting complete directions and recommendations for the proper care and maintenance of visible surfaces as well as maintenance and operating instructions for equipment items which he has provided. 1. If the project is being constructed in Phases, Maintenance and Operating Information shall be submitted for each Phase of Work. 2. Operations and Maintenance information will be submitted as part of the submittal process in accordance with requirements of the submittal process. B. Operating instructions shall include necessary printed directions for correct operations, adjustment, servicing, and maintenance of movable parts. Also included shall be suitable parts lists, diagrams showing parts location and assembly, information specified in individual Specification Sections and the following: 3. Emergency Instructions. 4. Wiring diagrams. 5. Recommended maintenance procedures and turn around times. Mechanical contractors will submit a comprehensive periodic maintenance, filters, belts and consumables matrix for all major Mechanical components. Matrix should depict equipment, recommended service intervals, filters, belts or other consumable products required in the periodic maintenance. Matrix should include quantity and part numbers of filters, belts and other consumables required for each piece of equipment and for each periodic maintenance time period. 6. Inspection and system test procedures. 7. Precautions against improper maintenance and exposure. C. For each titled item or work portion the contractor submits, the O &M information shall include: 1. The names, addresses, and phone number of the following parties a) Contractor/Installer b) Manufacturer c) Nearest dealer/supplier d) Nearest agency capable of supplying parts and service 2. Label each item with the following information: a. Project name and address b. Specification Section and Title c. Name of specific component or item d. Owner’s name TSC 216120 Contract Closeout Section 01 77 00-9 e. Name and address of Architect f. Name and address of Construction Manager g. Name and address of Contractor h. Date of submission 3.06 WARRANTY, GUARANTEES, CERTIFICATIONS, RECIEPTS AND VERIFICATIONS A. Prior to Substantial Completion the contractors shall submit the following: 1. All warranties for the contractor’s scope of work, including 1 year comprehensive parts and labor, special and long term manufacturers warranties or guarantees as provided for in the project specifications. 2. Certificates of Code Compliance for Plumbing, Mechanical, Electrical and Fire Protection Systems 3. Firestopping Sealant Certifications 4. Receipts for Extra Stock 5. Verification of Owner Training. 6. Certificate of Occupancy (if applicable). Some jurisdictions such as City of Indianapolis do not issue Certificates of Occupancy. 7. Other information as required by the Owner, Architect or Construction Manager 3.07 INSTRUCTIONS FOR THE OWNER’S PERSONNEL A. Arrange for each Installer of equipment that requires regular maintenance and noted in technical sections, to meet with the Owner’s personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer’s representatives if Installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items: 1. Maintenance manuals 2. Record documents 3. Spare parts and materials 4. Tools 5. Lubricants 6. Fuels 7. Identification systems 8. Control sequences 9. Hazards 10. Cleaning 11. Warranties and bonds 12. Maintenance agreements and similar continuing commitments B. As part of instruction for operating equipment, demonstrate the following procedures: 1. Startup 2. Shutdown 3. Emergency operations TSC 216120 Contract Closeout Section 01 77 00-10 4. Noise and vibration adjustments 5. Safety procedures 6. Economy and efficiency adjustments 7. Effective energy utilization C. Complete Verification of Owner Training form, at the end of this Section. END OF SECTION 01 77 00 Additions and Renovations to Main Transportation Center TSC NO. 216120 The extra stock items, tools, spare parts, etc., listed below have been delivered to the Owner as required by the Technical Specifications and Section 01 77 00 – Contract Closeout: QUANTITY SPEC SECTION NO. AND TITLE ITEM / DESCRIPTION RECEIVED BY: DATE OF DELIVERY OWNER: CONTRACTOR: ACKNOWLEDGEMENT BY: (The Owner hereby acknowledges receipt of all items listed above.) DATE Original: Warranty Manual – Owner Copy: Warranty Manual – TSC Copy: Contractor Closeout Packet RECEIPT FOR EXTRA STOCK ADDTIONS AND RENOVATIONS TO MAIN TRANSPORTATION CENTER TSC # 216120 On the date shown below, the Contractor demonstrated to the Owner the proper operation and function of the system(s) listed below for the above Project. The proper operation, maintenance, etc., of these system(s) was demonstrated fully with the assistance of the manufacturer’s representative at that time and as required by the Technical Specifications, and Section 01770- Contract Closeout. SPEC SECTION NUMBER SECTION NAME TRAINING PERFORMED BY DATE OF TRAINING PARTIES PRESENT: NAME REPRESENTING OWNER: Name CONTRACTOR: Company Name Address Company Address City, State, Zip Telephone No. ACKNOWLEDGEMENT BY: (The Owner hereby acknowledges receipt of all items listed above.) DATE Original: Warranty Manual – Owner Copy: Warranty Manual – TSC Copy: Contractor Closeout Packet VERIFICATION OF OWNER TRAINING