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BID OF 2014 PROPOSAL, CONTRACT, BOND AND SPECIFICATIONS FOR THERESA TERRACE NEIGHBORHOOD CENTER CONTRACT NO. 7385 PROJECT NO. 53W1808 IN MADISON, DANE COUNTY, WISCONSIN AWARDED BY THE COMMON COUNCIL MADISON, WISCONSIN ON CITY ENGINEERING DIVISION 1600 EMIL STREET MADISON, WISCONSIN 53713 https://bidexpress.com/login

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  • BID OF

    2014

    PROPOSAL, CONTRACT, BOND AND SPECIFICATIONS

    FOR

    THERESA TERRACE NEIGHBORHOOD CENTER

    CONTRACT NO. 7385

    PROJECT NO. 53W1808

    IN

    MADISON, DANE COUNTY, WISCONSIN

    AWARDED BY THE COMMON COUNCIL MADISON, WISCONSIN ON

    CITY ENGINEERING DIVISION 1600 EMIL STREET

    MADISON, WISCONSIN 53713

    https://bidexpress.com/login

  • Rev. 07/03/2014-7385specs.doc i

    THERESA TERRACE NEIGHBORHOOD CENTER CONTRACT NO. 7385

    INDEX

    SECTION A: ADVERTISEMENT FOR BIDS AND INSTRUCTIONS TO BIDDERS ................................. A-1 SECTION B: PROPOSAL SECTION ......................................................................................................... B-1 SECTION C: SMALL BUSINESS ENTERPRISE ..................................................................................... C-1 SECTION D: SPECIAL PROVISIONS ...................................................................................................... D-1 SECTION E: BIDDER’S ACKNOWLEDGEMENT ..................................................................................... E-1 SECTION F: DISCLOSURE OF OWNERSHIP & BEST VALUE CONTRACTING ................................... F-1 SECTION G: BID BOND ........................................................................................................................... G-1 SECTION H: AGREEMENT ...................................................................................................................... H-1 SECTION I: PAYMENT AND PERFORMANCE BOND ............................................................................. I-1 SECTION J: PREVAILING WAGE RATES ................................................................................................ J-1

    This Proposal, and Agreement have been prepared by:

    CITY ENGINEERING DIVISION

    CITY OF MADISON MADISON, DANE COUNTY, WISCONSIN

    Robert F. Phillips, P.E., City Engineer RFP: jw

  • Rev. 07/03/2014-7385specs.doc A-1

    SECTION A: ADVERTISEMENT FOR BIDS AND INSTRUCTIONS TO BIDDERS

    REQUEST FOR BID FOR PUBLIC WORKS CONSTRUCTION CITY OF MADISON, WISCONSIN

    A BEST VALUE CONTRACTING MUNICIPALITY

    PROJECT NAME: THERESA TERRACE NEIGHBORHOOD

    CENTER CONTRACT NO.: 7385 SBE GOAL 10% BID BOND 5% PRE BID MEETING (1:00 P.M.) AUGUST 29, 2014 PREQUALIFICATION APPLICATION DUE (1:00 P.M) AUGUST 29, 2014 BID SUBMISSION (1:00 P.M.) SEPTEMBER 5, 2014 BID OPEN (1:30 P.M.) SEPTEMBER 5, 2014 PUBLISHED IN WSJ 8/22/14 & 8/29/14 PRE BID MEETING: Representatives of the Affirmative Action Department will be present to discuss the Small Business Enterprise requirements at 1600 Emil Street, Madison Wisconsin. PREQUALIFICATION APPLICATION: Forms are available on our website, www.cityofmadison.com/business/pw/forms.cfm. If not currently prequalified in the categories listed in Section A, an amendment to your Prequalification will need to be submitted prior to the same due date. Postmark is not applicable. BIDS TO BE SUBMITTED by hand to 1600 EMIL ST., MADISON, WI 53713 or online at www.bidexpress.com. THE BID OPENING is at 1600 EMIL ST., MADISON, WI 53713. STANDARD SPECIFICATIONS

    The City of Madison’s Standard Specifications for Public Works Construction - 2014 Edition, as supplemented and amended from time to time, forms a part of these contract documents as if attached hereto. These standard specifications are available on the City of Madison Public Works website, www.cityofmadison.com/Business/PW/specs.cfm. The Contractor shall review these Specifications prior to preparation of proposals for the work to be done under this contract, with specific attention to Article 102, “BIDDING REQUIREMENTS AND CONDITIONS” and Article 103, “AWARD AND EXECUTION OF THE CONTRACT.” For the convenience of the bidder, below are highlights of three subsections of the specifications. SECTION 102.1: PRE-QUALIFICATION OF BIDDERS

    In accordance with Wisconsin State Statutes 66.0901 (2) and (3), all bidders must submit to the Board of Public Works proof of responsibility on forms furnished by the City. The City requires that all bidders be qualified on a biennial basis. Bidders must present satisfactory evidence that they have been regularly engaged in the type of work specified herein and they are fully prepared with necessary capital, materials, machinery and supervisory personnel to conduct the work to be contracted for to the satisfaction of the City. All bidders must be pre-

  • Rev. 07/03/2014-7385specs.doc A-2

    qualified by the Board of Public Works for the type of construction on which they are bidding prior to the opening of the bid. In accordance with Section 39.02(9)(a)l. of the General Ordinances, all bidders shall submit in writing to the Affirmative Action Division Manager of the City of Madison, a Certificate of Compliance or an Affirmative Action Plan at the same time or prior to the submission of the proof of responsibility forms. The bidder shall be disqualified if the bidder fails to or refuses to, prior to opening of the bid, submit a Certificate of compliance, Affirmative Action Plan or Affirmative Action Data Update, as applicable, as defined by Section 39.02 of the General Ordinances (entitled Affirmative Action) and as required by Section 102.11 of the Standard Specifications. SECTION 102.4 PROPOSAL

    No bid will be accepted that does not contain an adequate or reasonable price for each and every item named in the Schedule of Unit Prices. A lump sum bid for the work in accordance with the plans and specifications is required. The lump sum bid must be the same as the total amounts bid for the various items and it shall be inserted in the space provided. All papers bound with or attached to the proposal form are considered a part thereof and must not be detached or altered when the proposal is submitted. The plans, specifications and other documents designated in the proposal form will be considered a part of the proposal whether attached or not. A proposal submitted by an individual shall be signed by the bidder or by a duly authorized agent. A proposal submitted by a partnership shall be signed by a member/partner or by a duly authorized agent thereof. A proposal submitted by a corporation shall be signed by an authorized officer or duly authorized registered agent of such corporation, and the proposal shall show the name of the State under the laws of which such corporation was chartered. The required signatures shall in all cases appear in the space provided thereof on the proposal. Each proposal shall be placed, together with the proposal guaranty, in a sealed envelope, so marked as to indicate name of project, the contract number or option to which it applies, and the name and address of the Contractor or submitted electronically through Bid Express (www.bidexpress.com). Proposals will be accepted at the location, the time and the date designated in the advertisement. Proposals received after the time and date designated will be returned to the bidder unopened. The Bidder shall execute the Disclosure of Ownership form. REFER TO SECTION F. SECTION 102.5: BID DEPOSIT (PROPOSAL GUARANTY)

    All bids, sealed or electronic, must be accompanied with a Bid Bond equal to at least 5% of the bid or a Certificate of Annual/Biennial Bid Bond or certified check, payable to the City Treasurer. Bid deposit of the successful bidders shall be returned within forty-eight (48) hours following execution of the contract and bond as required. PREVAILING WAGE RATES

    Prevailing Wage Rates may be required and are attached in Section J of the contract. See Special Provisions to determine applicability.

  • Rev. 07/03/2014-7385specs.doc A-3

    Bidders for this Contract(s) must be Pre-Qualified for at least one of the following type(s) of construction denoted by an

    Building Demolition 101 Asbestos Removal 110 Building Demolition 120 House Mover

    Street, Utility and Site Construction 201 Asphalt Paving 270 Retaining Walls, Reinforced Concrete 205 Blasting 275 Sanitary, Storm Sewer and Water Main

    Construction 210 Boring/Pipe Jacking 215 Concrete Paving 276 Sawcutting 220 Con. Sidewalk/Curb & Gutter/Misc. Flat Work 280 Sewer Lateral Drain Cleaning/Internal TV Insp. 221 Concrete Bases and Other Concrete Work 285 Sewer Lining 222 Concrete Removal 290 Sewer Pipe Bursting 225 Dredging 295 Soil Borings 230 Fencing 300 Soil Nailing 235 Fiber Optic Cable/Conduit Installation 305 Storm & Sanitary Sewer Laterals & Water Svc. 240 Grading and Earthwork 310 Street Construction 241 Horizontal Saw Cutting of Sidewalk 315 Street Lighting 242 Infrared Seamless Patching 318 Tennis Court Resurfacing 245 Landscaping, Maintenance 320 Traffic Signals 250 Landscaping, Site and Street 325 Traffic Signing & Marking 251 Parking Ramp Maintenance 332 Tree pruning/removal 252 Pavement Marking 333 Tree, pesticide treatment of 255 Pavement Sealcoating and Crack Sealing 335 Trucking 260 Petroleum Above/Below Ground Storage

    Tank Removal/Installation 340 Utility Transmission Lines including Natural Gas,

    Electrical & Communications 262 Playground Installer 399 Other 265 Retaining Walls, Precast Modular Units

    Bridge Construction 501 Bridge Construction and/or Repair

    Building Construction 401 Floor Covering (including carpet, ceramic tile installation,

    rubber, VCT 437 Metals

    440 Painting and Wallcovering 402 Building Automation Systems 445 Plumbing 403 Concrete 450 Pump Repair 404 Doors and Windows 455 Pump Systems 405 Electrical - Power, Lighting & Communications 460 Roofing and Moisture Protection 410 Elevator - Lifts 464 Tower Crane Operator 412 Fire Suppression 461 Solar Photovoltaic/Hot Water Systems 413 Furnishings - Furniture and Window Treatments 465 Soil/Groundwater Remediation 415 General Building Construction, Equal or Less than $250,000 466 Warning Sirens 420 General Building Construction, $250,000 to $1,500,000 470 Water Supply Elevated Tanks 425 General Building Construction, Over $1,500,000 475 Water Supply Wells 428 Glass and/or Glazing 480 Wood, Plastics & Composites - Structural &

    Architectural 429 Hazardous Material Removal 430 Heating, Ventilating and Air Conditioning (HVAC) 499 Other 433 Insulation - Thermal 435 Masonry/Tuck pointing

    State of Wisconsin Certifications 1 Class 5 Blaster - Blasting Operations and Activities 2500 feet and closer to inhabited buildings for quarries, open pits and

    road cuts. 2 Class 6 Blaster - Blasting Operations and Activities 2500 feet and closer to inhabited buildings for trenches, site

    excavations, basements, underwater demolition, underground excavations, or structures 15 feet or less in height. 3 Class 7 Blaster - Blasting Operations and Activities for structures greater than 15 ' in height, bridges, towers, and any of

    the objects or purposes listed as “Class 5 Blaster or Class 6 Blaster”. 4 Petroleum Above/Below Ground Storage Tank Removal and Installation (Attach copies of State Certifications.) 5 Hazardous Material Removal (Contractor to be certified for asbestos and lead abatement per the Wisconsin Department

    of Health Services, Asbestos and Lead Section (A&LS).) See the following link for application: www.dhs.wisconsin.gov/Asbestos/Cert. State of Wisconsin Performance of Asbestos Abatement Certificate must be attached.

    6 Certification number as a Certified Arborist or Certified Tree Worker as administered by the International Society of Arboriculture

    7 Pesticide application (Certification for Commercial Applicator For Hire with the certification in the category of turf and landscape (3.0) and possess a current license issued by the DATCP)

    8 State of Wisconsin Master Plumbers License.

  • Rev. 07/03/2014-7385specs.doc B-1

    SECTION B: PROPOSAL

    Please refer to the Bid Express Website

    at https://bidexpress.com look up contract number

    and go to Section B: Proposal Page

    You can access all City of Madison bid solicitations for FREE at www.bidexpress.com Click on the “Register for Free” button and follow the instructions to register your company and yourself. You will be asked for a payment subscription preference, since you may wish to bid online someday. Simply choose the method to pay on a ‘per bid’ basis. This requires no payment until / unless you actually bid online. You can also choose the monthly subscription plan at this time. You will, however, be asked to provide payment information. Remember, you can change your preference at anytime. You will then be able to complete your free registration and have full access to the site. Your free access does not require completion of the ‘Digital ID’ process, so you will have instant access for viewing and downloading. To be prepared in case you ever do wish to bid online, you may wish to establish your digital ID also, since you cannot bid without a Digital ID. If you have any problems with the free registration process, you can call the bidexpress help team, toll free at 1-888-352-2439 (option 1, option1).

  • Rev. 07/03/2014-7385specs.doc C-1

    SECTION C: SMALL BUSINESS ENTERPRISE

    Instructions to Bidders City of Madison

    SBE Program Information 2 Small Business Enterprise (SBE) Program Information 2.1 Policy and Goal

    The City of Madison reaffirms its policy of nondiscrimination in the conduct of City business by maintaining a procurement process which remains open to all who have the potential and ability to sell goods and services to the City. It is the policy of the City of Madison to allow Small Business Enterprises (SBE) maximum feasible opportunity to participate in City of Madison contracting. The bidder acknowledges that its bid has been submitted in accordance with the SBE program and is for the public’s protection and welfare. Please refer to the “ADVERTISEMENT FOR BIDS” for the goal for the utilization of SBEs on this project. SBEs may participate as subcontractors, vendors and/or suppliers, which provide a commercially useful function. The dollar value for SBE suppliers or ‘materials only’ vendors shall be discounted to 60% for purposes of meeting SBE goals. A bidder which achieves or exceeds the SBE goal will be in compliance with the SBE requirements of this project. In the event that the bidder is unable to achieve the SBE goal, the bidder must demonstrate that a good faith effort to do so was made. Failure to either achieve the goal or demonstrate a good faith effort to do so will be grounds for the bidder being deemed a non-responsible contractor ineligible for award of this contract. A bidder may count towards its attainment of the SBE goal only those expenditures to SBEs that perform a commercially useful function. For purposes of evaluating a bidder's responsiveness to the attainment of the SBE goal, the contract participation by an SBE is based on the percentage of the total base bid proposed by the Contractor. The total base bid price is inclusive of all addenda. Work performed by an SBE firm in a particular transaction can be counted toward the goal only if it involves a commercially useful function. That is, in light of industry practices and other relevant considerations, does the SBE firm have a necessary and useful role in the transaction, of a kind for which there is a market outside the context of the SBE Program, or is the firm's role a superfluous step added in an attempt to obtain credit towards goals? If, in the judgment of the Affirmative Action Division, the SBE firm will not perform a commercially useful function in the transaction, no credit towards goals will be awarded. The question of whether a firm is performing a commercially useful function is completely separate from the question of whether the firm is an eligible SBE. A firm is eligible if it meets the definitional criteria and ownership and control requirements, as set forth in the City of Madison's SBE Program. If the City of Madison determines that the SBE firm is performing a commercially useful function, then the City of Madison must then decide what that function is. If the commercially useful function is that of an SBE vendor / supplier that regularly transacts business with the respective product, then the City of Madison will count 60% of the value of the product supplied toward SBE goals.

  • Rev. 07/03/2014-7385specs.doc C-2

    To be counted, the SBE vendor / supplier must be engaged in selling the product in question to the public. This is important in distinguishing an SBE vendor / supplier, which has a regular trade with a variety of customers, from a firm which performs supplier-like functions on an ad hoc basis or for only one or two contractors with whom it has a special relationship. A supplier of bulk goods may qualify as an eligible SBE vendor / supplier if it either maintains an inventory or owns or operates distribution equipment. With respect to the distribution equipment; e.g., a fleet of trucks, the term "operates" is intended to cover a situation in which the supplier leases the equipment on a regular basis for its entire business. It is not intended to cover a situation in which the firm simply provides drivers for trucks owned or leased by another party; e.g., a prime contractor, or leases such a party's trucks on an ad hoc basis for a specific job. If the commercially useful function being performed is not that of a qualified SBE vendor / supplier, but rather that of delivery of products, obtaining bonding or insurance, procurement of personnel, acting as a broker or manufacturer's representative in the procurement of supplies, facilities, or materials, etc., only the fees or commissions will apply towards the goal. For example, a business that simply transfers title of a product from manufacturer to ultimate purchaser; e. g., a sales representative who re-invoices a steel product from the steel company to the Contractor, or a firm that puts a product into a container for delivery would not be considered a qualified SBE vendor / supplier. The Contractor would not receive credit based on a percentage of the cost of the product for working with such firms. Concerning the use of services that help the Contractor obtain needed supplies, personnel, materials or equipment to perform a contract: only the fee received by the service provider will be counted toward the goal. For example, use of a SBE sales representative or distributor for a steel company, if performing a commercially useful function at all, would entitle the Contractor receiving the steel to count only the fee paid to the representative or distributor toward the goal. This provision would also govern fees for professional and other services obtained expressly and solely to perform work relating to a specific contract. Concerning transportation or delivery services: if an SBE trucking company picks up a product from a manufacturer or a qualified vendor / supplier and delivers the product to the Contractor, the commercially useful function it is performing is not that of a supplier, but simply that of a transporter of goods. Unless the trucking company is itself the manufacturer or a qualified vendor / supplier in the product, credit cannot be given based on a percentage of the cost of the product. Rather, credit would be allowed for the cost of the transportation service. The City is aware that the rule's language does not explicitly mention every kind of business that may contribute work on this project. In administering these programs, the City would, on a case-by-case basis, determine the appropriate counting formula to apply in a particular situation.

    2.2 Contract Compliance

    Questions concerning the SBE Program shall be directed to the Contract Compliance Officer of the City of Madison Department of Civil Rights, Affirmative Action Division, 210 Martin Luther King, Jr. Blvd., Room 523, Madison, WI 53703; telephone (608) 266-4910.

  • Rev. 07/03/2014-7385specs.doc C-3

    2.3 Certification of SBE by City of Madison

    The Affirmative Action Division maintains a directory of SBEs which are currently certified as such by the City of Madison. Contact the Contract Compliance Officer as indicated in Section 2.2 to receive a copy of the SBE Directory or you may access the SBE Directory online at www.cityofmadison.com/dcr/aaTBDir.cfm. All contractors, subcontractors, vendors and suppliers seeking SBE status must complete and submit the Targeted Business Certification Application to the City of Madison Affirmative Action Division by the time and date established for receipt of bids. A copy of the Targeted Business Certification Application is available by contacting the Contract Compliance Officer at the address and telephone indicated in Section 2.2 or you may access the Targeted Business Certification Application online at www.cityofmadison.com/dcr/aaTBDir.cfm. Submittal of the Targeted Business Certification Application by the time specified does not guarantee that the applicant will be certified as a SBE eligible to be utilized towards meeting the SBE goal for this project.

    2.4 Small Business Enterprise Compliance Report

    2.4.1 Good Faith Efforts

    Bidders shall take all necessary affirmative steps to assure that SBEs are utilized when possible and that the established SBE goal for this project is achieved. A contractor who self performs a portion of the work, and is pre-qualified to perform that category of work, may subcontract that portion of the work, but shall not be required to do so. When a bidder is unable to achieve the established SBE goal, the bidder must demonstrate that a good faith effort to do so was made. Such a good faith effort should include the following:

    2.4.1.1 Attendance at the pre-bid meeting. 2.4.1.2 Using the City of Madison’s directory of certified SBEs to identify

    SBEs from which to solicit bids. 2.4.1.3 Assuring that SBEs are solicited whenever they are potential

    sources. 2.4.1.4 Referring prospective SBEs to the City of Madison Affirmative Action

    Division for certification. 2.4.1.5 Dividing total project requirements into smaller tasks and/or

    quantities, where economically feasible, to permit maximum feasible SBE participation.

    2.4.1.6 Establishing delivery schedules, where requirements permit, which will encourage participation by SBEs.

    2.4.1.7 Providing SBEs with specific information regarding the work to be performed.

    2.4.1.8 Contacting SBEs in advance of the deadline to allow such businesses sufficient time to prepare a bid.

    2.4.1.9 Utilizing the bid of a qualified and competent SBE when the bid of such a business is deemed reasonable (i.e. 5% above the lowest bidder), although not necessarily low.

    2.4.1.10 Contacting SBEs which submit a bid, to inquire about the details of the bid and confirm that the scope of the work was interpreted as intended.

    2.4.2 Reporting SBE Utilization and Good Faith Efforts

    The Small Business Enterprise Compliance Report is to be submitted by the bidder with the bid: This report is due by the specified bid closing time and date. Bids submitted without a completed SBE Compliance Report as outlined below

  • Rev. 07/03/2014-7385specs.doc C-4

    shall be deemed non-responsible and the bidder ineligible for award of this contract.

    2.4.2.1 If the Bidder meets or exceeds the goal established for SBE

    utilization, the Small Business Enterprise Compliance Report shall consist of the following:

    2.4.2.1.1 Cover Page, Page C-6; and 2.4.2.1.2 Summary Sheet, C-7.

    2.4.2.2 If the bidder does not meet the goal established for SBE utilization,

    the Small Business Enterprise Compliance Report shall consist of the following:

    2.4.2.2.1 Cover Page, Page C-6; 2.4.2.2.2 Summary Sheet, C-7; and 2.4.2.2.3 SBE Contact Report, C-8 and C-9. (A separate Contact

    Report must be completed for each applicable SBE which is not utilized.)

    2.5 Appeal Procedure

    A bidder which does not achieve the established goal and is deemed non-responsible for failure to demonstrate a good faith effort to achieve such goal and subsequently denied eligibility for award of contract may, within 72 hours of receiving such notification, appeal that decision to a special appeals committee composed of three (3) members of the Affirmative Action Commission, three (3) members of the Board of Public Works and a seventh member appointed by the Mayor. All appeals must be made in writing to the City Engineer and received within 72 hours of City of Madison’s notice. Postmark not applicable.

    2.6 SBE Requirements After Award of the Contract

    The successful bidder shall identify SBE subcontractors, suppliers and vendors on the subcontractor list in accordance with the specifications. The Contractor shall submit a detailed explanation of any variances between the listing of SBE subcontractors, vendors and/or suppliers on the subcontractor list and the Contractor’s SBE Compliance Report for SBE participation. No change in SBE subcontractors, vendors and/or suppliers from those SBEs indicated in the SBE Compliance Report will be allowed without prior approval from the Engineer and the Affirmative Action Division. The contractor shall submit in writing to the City of Madison Affirmative Action Division a request to change any SBE citing specific reasons which necessitate such a change. The Affirmative Action Division will use a general test of reasonableness in approving or rejecting the contractor’s request for change. If the request is approved, the Contractor will make every effort to utilize another SBE if available. The City will monitor the project to ensure that the actual percentage commitment to SBE firms is carried out.

  • Rev. 07/03/2014-7385specs.doc C-5

    2.7 SBE Definition and Eligibility Guidelines

    A Small Business Enterprise is a business concern awarded certification by the City of Madison. For the purposes of this program a Small Business Enterprise is defined as:

    A. An independent business operated under a single management. The business

    may not be a subsidiary of any other business and the stock or ownership may not be held by any individual or any business operating in the same or a similar field. In determining whether an entity qualifies as a SBE, the City shall consider all factors relevant to being an independent business including, but not limited to, the date the business was established, adequacy of its resources for the work in which it proposes to involve itself, the degree to which financial, equipment leasing and other relationships exist with other ineligible firms in the same or similar lines of work. SBE owner(s) shall enjoy the customary incidents of ownership and shall share in the risks and profits commensurate with their enjoyment interests, as demonstrated by an examination of the substance rather than form or arrangements that may be reflected in its ownership documents.

    B. A business that has averaged no more than $4.0 million in annual gross receipts

    over the prior three year period and the principal owner(s) do not have a personal net worth in excess of $1.32 million.

    Firm and/or individuals that submit fraudulent documents/testimony may be barred from doing business with the City and/or forfeit existing contracts. SBE certification is valid for one (1) year unless revoked.

  • Rev. 07/03/2014-7385specs.doc C-6

    THERESA TERRACE NEIGHBORHOOD CENTER CONTRACT NO. 7385

    Small Business Enterprise Compliance Report

    This information may be submitted electronically through

    Bid Express or submitted with bid in sealed envelope.

    Cover Sheet Prime Bidder Information

    Company: Address: Telephone Number: Fax Number: Contact Person/Title: Prime Bidder Certification

    I, , of Name Title certify that the information Company contained in this SBE Compliance Report is true and correct to the best of my knowledge and belief. Witness’ Signature Bidder’s Signature Date

  • Rev. 07/03/2014-7385specs.doc C-7

    THERESA TERRACE NEIGHBORHOOD CENTER CONTRACT NO. 7385

    Small Business Enterprise Compliance Report

    Summary Sheet

    SBE Subcontractors Who Are NOT Suppliers

    Name(s) of SBEs Utilized Type of Work % of Total Bid Amount

    %

    %

    %

    %

    %

    %

    %

    %

    %

    %

    %

    %

    %

    Subtotal SBE who are NOT suppliers: % SBE Subcontractors Who Are Suppliers

    Name(s) of SBEs Utilized Type of Work % of Total Bid Amount

    %

    %

    %

    %

    %

    %

    Subtotal Contractors who are suppliers: % x 0.6 = % (discounted to 60%) Total Percentage of SBE Utilization: %.

  • Rev. 07/03/2014-7385specs.doc C-8

    THERESA TERRACE NEIGHBORHOOD CENTER CONTRACT NO. 7385

    Small Business Enterprise Compliance Report

    SBE Contact Report

    Submit separate copy of this form for each SBE which you are not able to utilize towards meeting the SBE goal for this project. Attach separate sheets if necessary. SBE Information

    Company: Address: Telephone Number: Contact Person/Title: 1. Outline below all efforts to solicit a bid from the above SBE. Include date, means of contact, who

    from your company made this contact and the result. 2. Describe the information provided to the aforementioned SBE regarding the scope of work for

    which he/she was to provide a bid.

    Is this the same scope of work on which the subcontractor you intend to utilize based his/her bid?

    Yes No 3. Did this SBE submit a bid? Yes No 4. Is the General Contractor pre-qualified to self-perform this category of work?

    Yes No

  • Rev. 07/03/2014-7385specs.doc C-9

    5. If you responded “Yes” to Question 3, please check the items below which apply and provide the requested detail. If you responded “No” to Question 3, please skip ahead to item 6 below.

    The SBE listed above is unavailable for work on this project for the following reasons.

    Provide specific detail for this conclusion.

    The SBE listed above is unqualified for work on this project. Provide specific details for this conclusion.

    The SBE listed above provided a price that was unreasonable (i.e. more than 5% above

    the lowest bidder). Provide specific detail for this conclusion including the SBE’s price and the price of the subcontractor you intend to utilize.

    A contract with the SBE listed above may constitute a breach of the bidder’s collective

    bargaining agreements. Provide specific detail for this conclusion including, but not limited to, correspondence from the SBE indicating it will not sign a project labor agreement and/or correspondence from the applicable trade union indicating a project labor agreement will not be allowed at the time of project bidding.

    Other; please specify reason(s) other than listed above which made it impossible for you

    to utilize this SBE on this project.

    6. Describe any other good faith efforts:

  • Rev. 07/03/2014-7385specs.doc D-1

    SECTION D: SPECIAL PROVISIONS

    THERESA TERRACE NEIGHBORHOOD CENTER

    CONTRACT NO. 7385

    It is the intent of these Special Provisions to set forth the final contractual intent as to the matter involved and shall prevail over the Standard Specifications and plans whenever in conflict therewith. In order that comparisons between the Special Provisions can be readily made, the numbering system for the Special Provisions is equivalent to that of the Specifications. Whenever in these Specifications the term “Standard Specifications” appears, it shall be taken to refer to the City of Madison Standard Specifications for Public Works Construction and Supplements thereto. SECTION 102.10: PREVAILING WAGE

    For this project, payment of prevailing wages (white sheet) shall be required unless the box indicating prevailing wages are not required is checked below.

    Prevailing wages shall not be required when this box is checked. If prevailing wages (white sheets) are required, the wages and benefits paid on the contract shall not be less than those specified in the Prevailing Wage Determination included with these contract documents for the following types of work:

    Building or Heavy Construction Sewer, Water, or Tunnel Construction Local Street or Miscellaneous Paving Construction Residential or Agricultural Construction

    When two or more boxes are checked, certain workers may be paid different wages during the course of the contract, depending on the type of work performed at a given time. It is the responsibility of the Contractor to determine and apply the appropriate wage rate for the specific work assigned. SECTION 102.12: BEST VALUE CONTRACTING

    This Contract shall be considered a Best Value Contract if the Contractor’s bid is equal to or greater than $54,000 for a single trade contract; or equal to or greater than $264,500 for a multi-trade contract pursuant to MGO 33.07(7). SECTION 103.2: AWARD OF CONTRACT This bid consists of a Base Bid and three (3) Alternate Bid items. The contractor must completely fill in the lumps sum for the Base Bid and the lumps sum for each of the three (3) Alternate Bid items. The contract shall be awarded to the lowest bidding contractor in the following manner:

    1. The City will establish a Construction Budget Dollar Value for the overall project. 2. The City will award the contract based on the sub totals of the Base Bid plus Alternate Bid one (1)

    and Alternate Bid two (2) until the sub total exceeds the predetermined Construction Budget Dollar Value.

    The City shall have the right to proceed or not proceed with any alternate regardless of how the bid was awarded. The City shall have the right to reject all bids regardless of the value of the bids submitted.

  • Rev. 07/03/2014-7385specs.doc D-2

    SECTION 104: SCOPE OF WORK

    The project is for the construction of a new 1-story building, including site development work, for Theresa Terrace Neighborhood Center located at 1409-1411 Theresa Terrace in Madison, Wisconsin. The neighborhood center will have activity rooms, toilet rooms, an office, kitchen, and storage room spaces. The area of this building is around 1,773 square feet. The intent of the plans and specifications is to provide for the construction, execution and completion of a complete work of improvements, which the contractor undertakes to do in full compliance with the plans, specifications, and contract. The Contractor shall not scale drawings for exact dimensions. Bidders are encouraged to visit the site prior to bidding, to become familiar with and verify existing job conditions. Work shall comply with all applicable codes and regulations. The work: shall be performed by tradesmen skilled in the area of work included in this contract; shall be of professional quality; and shall be completed according to the best practice of the trade. Workers shall be knowledgeable with regard to products used and shall take appropriate precautions required to safeguard health and safety. General Considerations: The Contractor shall supply portable toilet facilities for the construction workers as needed. The Contractor shall supply temporary potable water for construction and other purposes until the permanent water supply system is accepted and in operation. The Contractor shall provide temporary power to the new construction area. Portable generators shall be located to minimize impacts to adjacent neighbors, must comply with noise Ordinance requirements, and cannot be running prior to 7:00 am or after 7:00 pm. Permanent electrical distribution system, wiring, fixtures, and outlets shall not be used for temporary light and power without the approval of the Architect. The Contractor shall furnish lamps and extension cords as required for their work. The Contractor shall provide and maintain temporary floor and equipment supports, ramps, bridges, etc., as required to permit full and safe use of building during construction and remove such temporary work as soon as possible. All fabric or plastic films used for temporary enclosures shall be certified as conforming to the requirements of Test Method #2 contained in NFPA 701 - Standard Methods of Fire Tests for Flame Propagation of Textiles and Films. For Bidding Purposes, questions pertaining to this project shall be directed to: Peter Rott, A.I.A. Isthmus Architecture, Inc. 613 Williamson Street, Suite 203 Madison, Wisconsin 53703 Phone: (608) 310-5362 [email protected]

  • Rev. 07/03/2014-7385specs.doc D-3

    OR James Whitney, A.I.A. City of Madison Dept. of Public Works, Engineering Division City-County Building, Room 115 210 Martin Luther King Jr. Blvd. Madison, WI 53703 (608) 266-4563 [email protected] The Bid Proposal is set up such that the building is bid lump sum as a complete unit including closely related items on the exterior perimeter of the building or attached to the building. 105.12 COOPERATION BY CONTRACTOR The Contractor shall coordinate their work to allow access to other utility companies to install new facilities to serve the building and resolve any conflicts that may arise. 105.13 ORDER OF COMPLETION The Contractor shall schedule a Preconstruction meeting with City staff at least 7 calendar days before starting construction. The Contractor shall provide a schedule for work with a detail of the order of completion. SECTION 106.1: SOURCE OF SUPPLY AND QUALITY

    Submit shop drawings and product data, drawings, manufacturer specifications, installation instructions, maintenance instructions and general recommendations to the Architect for review. Include data substantiating that materials comply with the specifications. Submit additional information which may be required under separate sections of these specifications. The Contractor shall review all submittals and shop drawings for conformity with the contract documents and shall stamp and note their review and approval by initialing document prior to submitting. Materials and equipment for this project shall be from items specified or items approved as equal, in writing, by the Architect at least five (5) calendar days prior to bid receipt date. Request for approval of materials or items of equipment as equal to that specified shall be submitted in writing from the Contractor accompanied by data adequate to establish such equality and by citation of at least two (2) situations where such materials and/or items of equipment have been successfully used including references. The Architect’s decision as to quality or relative merit of item or substitution shall be final. Deliver materials to job site and store in a safe area, out of the way of traffic and stored up off ground surface. Protect materials before, during and after delivery to job site. The contractor shall be responsible for damage to construction materials prior to final acceptance of completed contract. 107.1 PUBLIC CONVENIENCE AND SAFETY Incidental to the Construction, the Contractor shall provide signage warning of the construction area and construction traffic from the work site.

  • Rev. 07/03/2014-7385specs.doc D-4

    108.2 PERMITS and LICENSING The Contractor shall obtain and pay for permits and private utility installation fees for this project unless otherwise provided. It is assumed these costs will include but may not be limited to: electric; telephone; and gas and water service / meter set. The Contractor shall be responsible for compliance with all required permits including the City of Madison Erosion Control permit and the Wisconsin Department of Natural Resources WRAPP Storm Water NOI permit. The Contractor shall be responsible for any fines issued due to non-compliance with the project permits. SECTION 109.2: PROSECUTION OF THE WORK

    Construction work must begin within seven (7) calendar days after the date appearing on the mailed notice to do so and shall be carried on at a rate so as to secure full completion within 165 calendar days, the rate of progress and the time of completion being essential conditions of the Agreement. The fixed, agreed upon, liquidated damages for failure to complete all work within the Contract Time, shall be calculated in accordance with ARTICLE 109 of the Standard Specifications. The project will have three bid alternates. Bid Alternate No. 1 shall include special glazing where indicated on the drawings, window schedule, and as specified in Section 08-88-53 – Security Glazing. Bid Alternate No. 2 shall include resilient sheet flooring as specified in Section 09-65-16 – Resilient Sheet Flooring. Bid Alternate No. 3 shall include welded wire fences and gates as specified in Section 32-31-16 – Welded Wire Fences and Gates.

  • THERESA TERRACE NEIGHBORHOOD CENTER

    CITY OF MADISON CONTRACT: 7385

    PROJECT SPECIFICATIONS 06/11/2014

    Prepared by

    Isthmus Architecture, Inc. 613 Williamson Street, Suite 203

    Madison, WI 53703

    (608) 294-0206

  • TC-1

    TABLE OF CONTENTS 1 2 DIVISION 1 - BIDDING AND CONTRACT REQUIREMENTS Pages Thru 3 TITLE PAGE 1 4 TABLE OF CONTENTS TC-2 5 6 DIVISION 01 – GENERAL REQUIREMENTS 7 01 23 00 Alternates 01 23 00-2 8 01 78 23 Operation and Maintenance Data 01 78 23-7 9 01 81 13 Sustainable Design Requirements 01 81 13-5 10 11 DIVISION 02 – EXISTING CONDITIONS 12 02 41 16 Selective Structure Demolition 02 41 16-5 13 14 DIVISION 03 - CONCRETE 15 03 30 00 Cast - in - Place Concrete 03 30 00-9 16 17 DIVISION 04 - MASONRY 18 04 21 13 Brick Masonry 04 21 13-10 19 04 22 00 Concrete Unit Masonry 04 22 00-6 20 21 DIVISION 06 – WOOD, PLASTICS AND COMPOSITES 22 06 10 00 Rough Carpentry 06 10 00-3 23 06 17 53 Shop-Fabricated Wood Trusses 06 17 53-4 24 25 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 26 07 21 00 Thermal Insulation 07 21 00-4 27 07 41 13 Metal Roof Panels 07 41 13-9 28 07 46 46 Fiber Cement Siding 07 46 46-3 29 07 62 00 Sheet Metal Flashing and Trim 07 62 00-10 30 07 90 00 Joint Sealants 07 90 00-5 31 32 DIVISION 08 - OPENINGS 33 08 11 13 Hollow Metal Doors and Frames 08 11 13-5 34 08 31 13 Access Doors and Frames 08 31 13-2 35 08 35 13 Folding Doors 08 35 13-2 36 08 41 13 Aluminum-Framed Entrances & Storefronts 08 41 13-8 37 08 51 13 Aluminum Windows 08 51 13-6 38 08 71 00 Door Hardware 08 71 00-10 39 08 83 00 Mirrors 08 83 00-5 40 08 80 00 Glazing 08 80 00-4 41 08 88 53 Security Glazing 08 88 53-10 42 43 DIVISION 09 - FINISHES 44 09 29 00 Gypsum Board 09 29 00-8 45 09 51 13 Acoustical Tile Ceilings 09 51 13-5 46 09 65 13 Resilient Base and Accessories 09 65 13-5 47 09 65 16 Resilient Sheet Flooring 09 65 16-4 48 09 65 19 Resilient Tile Flooring 09 65 19-4 49 09 91 13 Exterior Painting 09 91 13-4 50 09 91 23 Interior Painting 09 91 23-6 51 52 DIVISION 10 - SPECIALTIES 53 10 26 00 Impact Resistant Wall Protection 10 26 00-4 54

  • TC-2

    10 28 00 Toilet Accessories 10 28 00-3 1 10 43 10 Signage 10 43 10-6 2 10 52 00 Fire Protection Specialties 10 52 00-2 3 4 DIVISION 11 - EQUIPMENT 5 11 45 10 Residential Appliances 11 31 00-3 6 7 DIVISION 12 - FURNISHINGS 8 12 35 30 Casework 12 35 30-6 9 12 93 00 Site Furnishings 12 93 00-2 10 11 DIVISION 22 - PLUMBING 12 22 05 00 Common Work Results for Plumbing 22 05 00-14 13 22 05 13 Common Motor Requirements for Plumbing Equipment 22 05 13-3 14 22 05 14 Plumbing Specialties 22 05 14-4 15 22 05 15 Piping Specialties 22 05 15-3 16 22 05 23 General Duty Valves for Plumbing Piping 22 05 23-5 17 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 29-6 18 22 07 00 Plumbing Insulation 22 07 00-8 19 22 11 00 Facility Water Distribution 22 11 00-8 20 22 13 00 Facility Sanitary Sewerage 22 13 00-7 21 22 30 00 Plumbing Equipment 22 30 00-4 22 22 42 13 Commercial Water Closets 22 42 13-3 23 22 42 16 Commercial Lavatories 22 42 16-4 24 22 42 17 Commercial Sinks 22 42 17-4 25 26 DIVISION 23 - HEATING VENTILATING & AIR CONDITIONING 27 23 05 00 Common Work Results for Primary HVAC 23 05 00-8 28 23 05 93 Testing, Adjusting and Balancing for HVAC 23 05 93-5 29 23 31 00 HVAC Ducts and Casings 23 31 00-4 30 23 33 00 Air Duct Accessories 23 33 00-4 31 23 82 00 Heating and Cooling Terminal Units 23 82 00-3 32 33 DIVISION 26 - ELECTRICAL 34 26 00 00 Common Work Results for Electrical 26 00 00-12 35 26 51 00 Lighting 26 51 00-11 36 28 30 00 Electronic Detection and Security 28 30 00-2 37 38 DIVISION 31 - EARTHWORK 39 31 20 00 Earth Moving 31 20 00-9 40 41 DIVISION 32 - EXTERIOR IMPROVEMENTS 42 32 31 15 Ornamental Fences and Gates 32 31 15-4 43 32 31 16 Welded Wire Fences and Gates 32 31 16-3 44 32 92 19 Seeding 32 92 19-2 45 32 93 00 Plants 32 93 00-5 46 47 48

    49

  • TC-3

    DRAWINGS - Bound Separately 1 Title 2 3 Title sheet 4 Site Survey-Existing Site 5 Site Plan with Demolition 6 Grading Plan 7 Landscape Plan 8 Foundation Plan and Details 9 First Floor Plan and Details 10 Power & Data Plan, Schedules, Details 11 Reflected Ceiling Plan + Lighting 12 Roof Framing Plan and Details 13 Roof Plan and Details 14 Building Sections 15 Building Elevations 16 17

    *** 18

  • ALTERNATES 01 23 00 - 1

    SECTION 01 23 00 1

    ALTERNATES 2

    PART 1 - GENERAL 3

    1.1 SUMMARY 4

    A. Section includes administrative and procedural requirements for alternates. 5

    1.2 DEFINITIONS 6

    A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined 7 in the bidding requirements that may be added to or deducted from the base bid amount if 8 Owner decides to accept a corresponding change either in the amount of construction to be 9 completed or in the products, materials, equipment, systems, or installation methods described 10 in the Contract Documents. 11

    1. Alternates described in this Section are part of the Work only if enumerated in the 12 Agreement. 13

    2. The cost or credit for each alternate is the net addition to or deduction from the Contract 14 Sum to incorporate alternate into the Work. No other adjustments are made to the 15 Contract Sum. 16

    1.3 PROCEDURES 17

    A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work 18 of the alternate into Project. 19

    1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar 20 items incidental to or required for a complete installation whether or not indicated as part 21 of alternate. 22

    B. Notification: Immediately following award of the Contract, notify each party involved, in 23 writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or 24 deferred for later consideration. Include a complete description of negotiated revisions to 25 alternates. 26

    C. Execute accepted alternates under the same conditions as other work of the Contract. 27

    D. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections 28 referenced in schedule contain requirements for materials necessary to achieve the work 29 described under each alternate. 30

  • ALTERNATES 01 23 00 - 2

    PART 2 - PRODUCTS (Not Used) 1

    PART 3 - EXECUTION 2

    3.1 SCHEDULE OF ALTERNATES 3

    A. Alternate No. 1. 4

    1. Base Bid: Glazing as specified in Section 08 80 00 – Glazing. 5 2. Alternate: Specialty glazing where indicated on drawings, window schedule, and as 6

    specified in Section 08 88 53 - Security Glazing. 7 8

    B. Alternate No. 2. 9

    1. Base Bid: Base Bid: Resilient Floor Tile as specified in Section 09 65 19 - Resilient Floor 10 Tile. 11

    2. Alternate: Resilient Sheet Flooring as specified in Section 09 65 16 - Resilient Sheet 12 Flooring. 13

    C. Alternate No. 3. 14

    1. Base Bid: Base Bid: Ornamental Fence and Gates as specified in Section 32 31 15 - 15 Ornamental Fence. 16

    2. Alternate: Welded Wire Fences and Gates as specified in Section 32 31 16 - Welded 17 Wire Fences and Gates. 18

    19

    END OF SECTION 20

    *** 21

  • OPERATION AND MAINTENANCE DATA 01 78 23 - 1

    SECTION 01 78 23 1

    OPERATION AND MAINTENANCE DATA 2

    PART 1 - GENERAL 3

    1.1 RELATED DOCUMENTS 4

    A. Drawings and general provisions of the Contract, including General and Supplementary 5 Conditions and other Division 01 Specification Sections, apply to this Section. 6

    1.2 SUMMARY 7

    A. Section includes administrative and procedural requirements for preparing operation and 8 maintenance manuals, including the following: 9

    1. Operation and maintenance documentation directory. 10 2. Emergency manuals. 11 3. Operation manuals for systems, subsystems, and equipment. 12 4. Product maintenance manuals. 13 5. Systems and equipment maintenance manuals. 14

    1.3 CLOSEOUT SUBMITTALS 15

    A. Manual Content: Operations and maintenance manual content is specified in individual 16 Specification Sections to be reviewed at the time of Section submittals. Submit reviewed 17 manual content formatted and organized as required by this Section. 18

    1. Architect will comment on whether content of operations and maintenance submittals are 19 acceptable. 20

    2. Where applicable, clarify and update reviewed manual content to correspond to revisions 21 and field conditions. 22

    B. Format: Submit operations and maintenance manuals in the following format: 23

    1. PDF electronic file. Assemble each manual into a composite electronically indexed file. 24 Submit on digital media acceptable to Architect. 25

    a. Name each indexed document file in composite electronic index with applicable 26 item name. Include a complete electronically linked operation and maintenance 27 directory. 28

    b. Enable inserted reviewer comments on draft submittals. 29

    C. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for 30 Substantial Completion and at least 15 days before commencing demonstration and training. 31 Architect will return copy with comments. 32

  • OPERATION AND MAINTENANCE DATA 01 78 23 - 2

    PART 2 - PRODUCTS 1

    2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY 2

    A. Directory: Prepare a single, comprehensive directory of emergency, operation, and maintenance 3 data and materials, listing items and their location to facilitate ready access to desired 4 information. Include a section in the directory for each of the following: 5

    1. List of documents. 6 2. List of systems. 7 3. List of equipment. 8 4. Table of contents. 9

    B. List of Systems and Subsystems: List systems alphabetically. Include references to operation 10 and maintenance manuals that contain information about each system. 11

    C. List of Equipment: List equipment for each system, organized alphabetically by system. For 12 pieces of equipment not part of system, list alphabetically in separate list. 13

    D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance 14 manual. 15

    E. Identification: In the documentation directory and in each operation and maintenance manual, 16 identify each system, subsystem, and piece of equipment with same designation used in the 17 Contract Documents. If no designation exists, assign a designation according to 18 ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building 19 Systems." 20

    2.2 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE MANUALS 21

    A. Organization: Unless otherwise indicated, organize each manual into a separate section for each 22 system and subsystem, and a separate section for each piece of equipment not part of a system. 23 Each manual shall contain the following materials, in the order listed: 24

    1. Title page. 25 2. Table of contents. 26 3. Manual contents. 27

    B. Title Page: Include the following information: 28

    1. Subject matter included in manual. 29 2. Name and address of Project. 30 3. Name and address of Owner. 31 4. Date of submittal. 32 5. Name and contact information for Contractor. 33 6. Name and contact information for Construction Manager. 34 7. Name and contact information for Architect. 35 8. Name and contact information for Commissioning Authority. 36

  • OPERATION AND MAINTENANCE DATA 01 78 23 - 3

    9. Names and contact information for major consultants to the Architect that designed the 1 systems contained in the manuals. 2

    10. Cross-reference to related systems in other operation and maintenance manuals. 3

    C. Table of Contents: List each product included in manual, identified by product name, indexed to 4 the content of the volume, and cross-referenced to Specification Section number in Project 5 Manual. 6

    1. If operation or maintenance documentation requires more than one volume to 7 accommodate data, include comprehensive table of contents for all volumes in each 8 volume of the set. 9

    D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by 10 system, subsystem, and equipment. If possible, assemble instructions for subsystems, 11 equipment, and components of one system into a single binder. 12

    E. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic 13 PDF file for each manual type required. 14

    1. Electronic Files: Use electronic files prepared by manufacturer where available. Where 15 scanning of paper documents is required, configure scanned file for minimum readable 16 file size. 17

    2. File Names and Bookmarks: Enable bookmarking of individual documents based on file 18 names. Name document files to correspond to system, subsystem, and equipment names 19 used in manual directory and table of contents. Group documents for each system and 20 subsystem into individual composite bookmarked files, then create composite manual, so 21 that resulting bookmarks reflect the system, subsystem, and equipment names in a readily 22 navigated file tree. Configure electronic manual to display bookmark panel on opening 23 file. 24

    2.3 EMERGENCY MANUALS 25

    A. Content: Organize manual into a separate section for each of the following: 26

    1. Type of emergency. 27 2. Emergency instructions. 28 3. Emergency procedures. 29

    B. Type of Emergency: Where applicable for each type of emergency indicated below, include 30 instructions and procedures for each system, subsystem, piece of equipment, and component: 31

    1. Fire. 32 2. Flood. 33 3. Gas leak. 34 4. Water leak. 35 5. Power failure. 36 6. Water outage. 37 7. System, subsystem, or equipment failure. 38 8. Chemical release or spill. 39

  • OPERATION AND MAINTENANCE DATA 01 78 23 - 4

    C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages, 1 and similar codes and signals. Include responsibilities of Owner's operating personnel for 2 notification of Installer, supplier, and manufacturer to maintain warranties. 3

    D. Emergency Procedures: Include the following, as applicable: 4

    1. Instructions on stopping. 5 2. Shutdown instructions for each type of emergency. 6 3. Operating instructions for conditions outside normal operating limits. 7 4. Required sequences for electric or electronic systems. 8 5. Special operating instructions and procedures. 9

    2.4 OPERATION MANUALS 10

    A. Content: In addition to requirements in this Section, include operation data required in 11 individual Specification Sections and the following information: 12

    1. System, subsystem, and equipment descriptions. Use designations for systems and 13 equipment indicated on Contract Documents. 14

    2. Performance and design criteria if Contractor has delegated design responsibility. 15 3. Operating standards. 16 4. Operating procedures. 17 5. Operating logs. 18 6. Wiring diagrams. 19 7. Control diagrams. 20 8. Piped system diagrams. 21 9. Precautions against improper use. 22 10. License requirements including inspection and renewal dates. 23

    B. Descriptions: Include the following: 24

    1. Product name and model number. Use designations for products indicated on Contract 25 Documents. 26

    2. Manufacturer's name. 27 3. Equipment identification with serial number of each component. 28 4. Equipment function. 29 5. Operating characteristics. 30 6. Limiting conditions. 31 7. Performance curves. 32 8. Engineering data and tests. 33 9. Complete nomenclature and number of replacement parts. 34

    C. Operating Procedures: Include the following, as applicable: 35

    1. Startup procedures. 36 2. Equipment or system break-in procedures. 37 3. Routine and normal operating instructions. 38 4. Regulation and control procedures. 39 5. Instructions on stopping. 40 6. Normal shutdown instructions. 41

  • OPERATION AND MAINTENANCE DATA 01 78 23 - 5

    7. Seasonal and weekend operating instructions. 1 8. Required sequences for electric or electronic systems. 2 9. Special operating instructions and procedures. 3

    D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as 4 installed. 5

    E. Piped Systems: Diagram piping as installed, and identify color-coding where required for 6 identification. 7

    2.5 PRODUCT MAINTENANCE MANUALS 8

    A. Content: Organize manual into a separate section for each product, material, and finish. Include 9 source information, product information, maintenance procedures, repair materials and sources, 10 and warranties and bonds, as described below. 11

    B. Source Information: List each product included in manual, identified by product name and 12 arranged to match manual's table of contents. For each product, list name, address, and 13 telephone number of Installer or supplier and maintenance service agent, and cross-reference 14 Specification Section number and title in Project Manual and drawing or schedule designation 15 or identifier where applicable. 16

    C. Product Information: Include the following, as applicable: 17

    1. Product name and model number. 18 2. Manufacturer's name. 19 3. Color, pattern, and texture. 20 4. Material and chemical composition. 21 5. Reordering information for specially manufactured products. 22

    D. Maintenance Procedures: Include manufacturer's written recommendations and the following: 23

    1. Inspection procedures. 24 2. Types of cleaning agents to be used and methods of cleaning. 25 3. List of cleaning agents and methods of cleaning detrimental to product. 26 4. Schedule for routine cleaning and maintenance. 27 5. Repair instructions. 28

    E. Repair Materials and Sources: Include lists of materials and local sources of materials and 29 related services. 30

    F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and 31 conditions that would affect validity of warranties or bonds. 32

    1. Include procedures to follow and required notifications for warranty claims. 33

    2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS 34

    A. Content: For each system, subsystem, and piece of equipment not part of a system, include 35 source information, manufacturers' maintenance documentation, maintenance procedures, 36

  • OPERATION AND MAINTENANCE DATA 01 78 23 - 6

    maintenance and service schedules, spare parts list and source information, maintenance service 1 contracts, and warranty and bond information, as described below. 2

    B. Source Information: List each system, subsystem, and piece of equipment included in manual, 3 identified by product name and arranged to match manual's table of contents. For each product, 4 list name, address, and telephone number of Installer or supplier and maintenance service agent, 5 and cross-reference Specification Section number and title in Project Manual and drawing or 6 schedule designation or identifier where applicable. 7

    C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation 8 including the following information for each component part or piece of equipment: 9

    1. Standard maintenance instructions and bulletins. 10 2. Drawings, diagrams, and instructions required for maintenance, including disassembly 11

    and component removal, replacement, and assembly. 12 3. Identification and nomenclature of parts and components. 13 4. List of items recommended to be stocked as spare parts. 14

    D. Maintenance Procedures: Include the following information and items that detail essential 15 maintenance procedures: 16

    1. Test and inspection instructions. 17 2. Troubleshooting guide. 18 3. Precautions against improper maintenance. 19 4. Disassembly; component removal, repair, and replacement; and reassembly instructions. 20 5. Aligning, adjusting, and checking instructions. 21 6. Demonstration and training video recording, if available. 22

    E. Maintenance and Service Schedules: Include service and lubrication requirements, list of 23 required lubricants for equipment, and separate schedules for preventive and routine 24 maintenance and service with standard time allotment. 25

    1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, 26 quarterly, semiannual, and annual frequencies. 27

    2. Maintenance and Service Record: Include manufacturers' forms for recording 28 maintenance. 29

    F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with 30 parts identified and cross-referenced to manufacturers' maintenance documentation and local 31 sources of maintenance materials and related services. 32

    G. Maintenance Service Contracts: Include copies of maintenance agreements with name and 33 telephone number of service agent. 34

    H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and 35 conditions that would affect validity of warranties or bonds. 36

    1. Include procedures to follow and required notifications for warranty claims. 37

  • OPERATION AND MAINTENANCE DATA 01 78 23 - 7

    PART 3 - EXECUTION 1

    3.1 MANUAL PREPARATION 2

    A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides 3 an organized reference to emergency, operation, and maintenance manuals. 4

    B. Emergency Manual: Assemble a complete set of emergency information indicating procedures 5 for use by emergency personnel and by Owner's operating personnel for types of emergencies 6 indicated. 7

    C. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and 8 maintenance of each product, material, and finish incorporated into the Work. 9

    D. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance 10 data indicating operation and maintenance of each system, subsystem, and piece of equipment 11 not part of a system. 12

    1. Engage a factory-authorized service representative to assemble and prepare information 13 for each system, subsystem, and piece of equipment not part of a system. 14

    2. Prepare a separate manual for each system and subsystem, in the form of an instructional 15 manual for use by Owner's operating personnel. 16

    E. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only 17 sheets pertinent to product or component installed. Mark each sheet to identify each product or 18 component incorporated into the Work. If data include more than one item in a tabular format, 19 identify each item using appropriate references from the Contract Documents. Identify data 20 applicable to the Work and delete references to information not applicable. 21

    1. Prepare supplementary text if manufacturers' standard printed data are not available and 22 where the information is necessary for proper operation and maintenance of equipment or 23 systems. 24

    F. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the 25 relationship of component parts of equipment and systems and to illustrate control sequence and 26 flow diagrams. Coordinate these drawings with information contained in record Drawings to 27 ensure correct illustration of completed installation. 28

    1. Do not use original project record documents as part of operation and maintenance 29 manuals. 30

    END OF SECTION 31 32

  • SUSTAINABLE DESIGN REQUIREMENTS 018113 - 1

    SECTION 01 81 13 1

    SUSTAINABLE DESIGN REQUIREMENTS 2

    PART 1 - GENERAL 3

    1.1 RELATED DOCUMENTS 4

    A. Drawings and general provisions of the Contract, including General and Supplementary 5 Conditions and other Division 01 Specification Sections, apply to this Section. 6

    1.2 SUMMARY 7

    A. Section includes general requirements and procedures for compliance with certain USGBC 8 LEED prerequisites and credits for Project, based on the USGBC's "LEED 2009 for 9 Commercial Interiors." 10 1. Specific requirements for LEED are also included in other Sections. 11

    1.3 DEFINITIONS 12

    A. Chain-of-Custody Certificates: Certificates signed by manufacturers certifying that wood used 13 to make products was obtained from forests certified by an FSC-accredited certification body to 14 comply with FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship." 15 Certificates shall include evidence that manufacturer is certified for chain of custody by an 16 FSC-accredited certification body. 17

    B. Regionally Manufactured Materials: Materials that are manufactured within a radius of 500 18 miles (800 km) from Project site. Manufacturing refers to the final assembly of components into 19 the building product that is installed at Project site. 20

    C. Regionally Extracted and Manufactured Materials: Regionally manufactured materials made 21 from raw materials that are extracted, harvested, or recovered within a radius of 500 miles (800 22 km) from Project site. 23

    D. Recycled Content: The recycled content value of a material assembly shall be determined by 24 weight. The recycled fraction of the assembly is then multiplied by the cost of assembly to 25 determine the recycled content value. 26

    1. "Post-consumer" material is defined as waste material generated by households or by 27 commercial, industrial, and institutional facilities in their role as end users of the product, 28 which can no longer be used for its intended purpose. 29

    2. "Pre-consumer" material is defined as material diverted from the waste stream during the 30 manufacturing process. Excluded is reutilization of materials such as rework, regrind, or 31 scrap generated in a process and capable of being reclaimed within the same process that 32 generated it. 33

  • SUSTAINABLE DESIGN REQUIREMENTS 018113 - 2

    1.4 ADMINISTRATIVE REQUIREMENTS 1

    A. Respond to questions and requests from Architect and the USGBC regarding LEED credits that 2 are the responsibility of the Contractor, that depend on product selection or product qualities, or 3 that depend on Contractor's procedures until the USGBC has made its determination on the 4 project's LEED certification application. Document responses as informational submittals. 5

    1.5 ACTION SUBMITTALS 6

    A. General: Submit additional LEED submittals required by other Specification Sections. 7

    B. LEED Documentation Submittals: 8 1. Credit MR 2: Comply with Section 017419 "Construction Waste Management and 9

    Disposal." 10 2. Credit MR 3.1: Receipts for salvaged and refurbished materials used for Project, 11

    indicating sources and costs for salvaged and refurbished materials. 12 3. Credit MR 4: Product data and certification letter from product manufacturers indicating 13

    percentages by weight of post-consumer and pre-consumer recycled content for products 14 having recycled content. Include statement indicating material costs for each product 15 having recycled content. 16

    4. Credit MR 5: Product data indicating location of material manufacturer for regionally 17 manufactured materials. Include statement indicating cost for each regionally 18 manufactured material. 19

    a. Include statement indicating distance from manufacturer to Project for each 20 regionally manufactured material. 21

    b. Include statement indicating location of and distance from Project to point of 22 extraction, harvest, or recovery for each raw material used in regionally extracted 23 and manufactured materials. 24

    5. Credit MR 7: Product data and chain-of-custody certificates for products containing 25 certified wood. Include statement indicating cost for each certified wood product. 26

    6. Credit IEQ 3.1: 27 a. Product data for temporary filtration media. 28 b. Product data for filtration media used during occupancy. 29 c. Construction Documentation: Six photographs at three different times during the 30

    construction period, along with a brief description of the SMACNA approach 31 employed, documenting implementation of the indoor-air-quality management 32 measures, such as protection of ducts and on-site stored or installed absorptive 33 materials. 34

    7. Credit IEQ 4.1: Product data for adhesives and sealants used inside the weatherproofing 35 system indicating VOC content of each product used. 36

    8. Credit IEQ 4.2: Product data for paints and coatings used inside the weatherproofing 37 system indicating VOC content of each product used. 38

    9. Credit IEQ 4.4: Product data for products containing composite wood or agrifiber 39 products or wood glues indicating that they do not contain urea-formaldehyde resin. 40

  • SUSTAINABLE DESIGN REQUIREMENTS 018113 - 3

    PART 2 - PRODUCTS 1

    2.1 MATERIALS, GENERAL 2

    A. Provide products and procedures necessary to obtain LEED credits required in this Section. 3 Although other Sections may specify some requirements that contribute to LEED credits, the 4 Contractor shall determine additional materials and procedures necessary to obtain LEED 5 credits indicated. 6

    2.2 RECYCLED CONTENT OF MATERIALS 7

    A. Credit MR 4: Building materials shall have recycled content such that post-consumer recycled 8 content plus one-half of pre-consumer recycled content for Project constitutes a minimum of 10 9 percent of cost of materials used for Project. 10

    1. Cost of post-consumer recycled content plus one-half of pre-consumer recycled content 11 of an item shall be determined by dividing weight of post-consumer recycled content plus 12 one-half of pre-consumer recycled content in the item by total weight of the item and 13 multiplying by cost of the item. 14

    2. Do not include plumbing, mechanical and electrical components, and specialty items 15 such as elevators and equipment in the calculation. 16

    2.3 REGIONAL MATERIALS 17

    A. Credit MR 5, Option 2: Not less than 10 percent of materials (by cost) shall be regionally 18 extracted and manufactured materials. 19

    2.4 CERTIFIED WOOD 20

    A. Credit MR 7: Not less than 50 percent (by cost) of wood-based materials shall be produced from 21 wood obtained from forests certified by an FSC-accredited certification body to comply with 22 FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship." 23

    1. Wood-based materials include, but are not limited to, the following materials when made 24 from wood, engineered wood products, or wood-based panel products: 25 a. Finish carpentry. 26 b. Architectural woodwork. 27 c. Wood cabinets. 28 d. Furniture. 29

    2.5 LOW-EMITTING MATERIALS 30

    A. Credit IEQ 4.1: For field applications that are inside the weatherproofing system, adhesives and 31 sealants shall comply with the following VOC content limits when calculated according to 32 40 CFR 59, Subpart D (EPA Method 24): 33

    1. Wood Glues: 30 g/L. 34

  • SUSTAINABLE DESIGN REQUIREMENTS 018113 - 4

    2. Metal-to-Metal Adhesives: 30 g/L. 1 3. Adhesives for Porous Materials (Except Wood): 50 g/L. 2 4. Subfloor Adhesives: 50 g/L. 3 5. Plastic Foam Adhesives: 50 g/L. 4 6. Carpet Adhesives: 50 g/L. 5 7. Carpet Pad Adhesives: 50 g/L. 6 8. VCT and Asphalt Tile Adhesives: 50 g/L. 7 9. Cove Base Adhesives: 50 g/L. 8 10. Gypsum Board and Panel Adhesives: 50 g/L. 9 11. Rubber Floor Adhesives: 60 g/L. 10 12. Ceramic Tile Adhesives: 65 g/L. 11 13. Fiberglass Adhesives: 80 g/L. 12 14. Contact Adhesive: 80 g/L. 13 15. Plastic Cement Welding Compounds: 250 g/L. 14 16. ABS Welding Compounds: 325 g/L. 15 17. CPVC Welding Compounds: 490 g/L. 16 18. PVC Welding Compounds: 510 g/L. 17 19. Adhesive Primer for Plastic: 550 g/L. 18 20. Sheet-Applied Rubber Lining Adhesive: 850 g/L. 19 21. Aerosol Adhesive, General-Purpose Mist Spray: 65 percent by weight. 20 22. Aerosol Adhesive, General-Purpose Web Spray: 55 percent by weight. 21 23. Special-Purpose Aerosol Adhesive (All Types): 70 percent by weight. 22 24. Other Adhesives: 250 g/L. 23 25. Architectural Sealants: 250 g/L. 24 26. Nonmembrane Roof Sealants: 300 g/L. 25 27. Single-Ply Roof Membrane Sealants: 450 g/L. 26 28. Other Sealants: 420 g/L. 27 29. Sealant Primers for Nonporous Substrates: 250 g/L. 28 30. Sealant Primers for Porous Substrates: 775 g/L. 29 31. Modified Bituminous Sealant Primers: 500 g/L. 30 32. Other Sealant Primers: 750 g/L. 31

    B. Credit IEQ 4.2: For field applications that are inside the weatherproofing system, paints and 32 coatings shall comply with the following VOC content limits when calculated according to 33 40 CFR 59, Subpart D (EPA Method 24): 34

    1. Flat Paints and Coatings: VOC not more than 50 g/L. 35 2. Nonflat Paints and Coatings: VOC not more than 150 g/L. 36 3. Dry-Fog Coatings: VOC not more than 400 g/L. 37 4. Primers, Sealers, and Undercoaters: VOC not more than 200 g/L. 38 5. Anticorrosive and Antirust Paints Applied to Ferrous Metals: VOC not more than 39

    250 g/L. 40 6. Zinc-Rich Industrial Maintenance Primers: VOC not more than 340 g/L. 41 7. Pretreatment Wash Primers: VOC not more than 420 g/L. 42 8. Clear Wood Finishes, Varnishes: VOC not more than 350 g/L. 43 9. Clear Wood Finishes, Lacquers: VOC not more than 550 g/L. 44 10. Floor Coatings: VOC not more than 100 g/L. 45 11. Shellacs, Clear: VOC not more than 730 g/L. 46 12. Shellacs, Pigmented: VOC not more than 550 g/L. 47 13. Stains: VOC not more than 250 g/L. 48

  • SUSTAINABLE DESIGN REQUIREMENTS 018113 - 5

    C. Credit IEQ 4.4: Composite wood, agrifiber products, and adhesives shall not contain urea-1 formaldehyde resin. 2

    PART 3 - EXECUTION 3

    3.1 CONSTRUCTION INDOOR-AIR-QUALITY MANAGEMENT 4

    A. Credit IEQ 3.1: Comply with SMACNA's "SMACNA IAQ Guideline for Occupied Buildings 5 under Construction." 6

    1. If Owner authorizes use of permanent heating, cooling, and ventilating systems during 7 construction period as specified in Section 015000 "Temporary Facilities and Controls," 8 install filter media having a MERV 8 according to ASHRAE 52.2 at each return-air inlet 9 for the air-handling system used during construction. 10

    2. Replace all air filters immediately prior to occupancy. 11

    END OF SECTION 12

  • STRUCTURE DEMOLITION 02 41 16 - 1

    SECTION 02 41 16 1

    STRUCTURE DEMOLITION 2

    PART 1 - GENERAL 3

    1.1 SUMMARY 4

    A. Section Includes: 5

    1. Demolition and removal of building. 6 2. Maintaining in-place below-grade construction. 7 3. Disconnecting, capping or sealing site utilities. 8 4. Recycle and Re-use Plan and Requirements 9

    1.2 SUBMITTALS 10

    A. Proposed Protection Measures: Submit informational report, including Drawings, that indicates 11 the measures proposed for protecting individuals and property, for dust control and for noise 12 control. Indicate proposed locations and construction of barriers. 13

    1. Adjacent Buildings: Detail special measures proposed to protect adjacent buildings and 14 properties. 15

    B. Schedule of building demolition with starting and ending dates for each activity. 16

    C. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician. 17

    1.3 QUALITY ASSURANCE 18

    A. Refrigerant Recovery Technician Qualifications: Certified by EPA-approved certification 19 program. 20

    B. Regulatory Requirements: Comply with governing EPA notification regulations before 21 beginning demolition. Comply with hauling and disposal regulations of authorities having 22 jurisdiction. 23

    C. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241. 24

    D. Predemolition Conference: Conduct conference at Project site. 25

    1.4 PROJECT CONDITIONS 26

    A. Buildings to be demolished will be vacated and their use discontinued before start of the Work. 27

  • STRUCTURE DEMOLITION 02 41 16 - 2

    B. Properties immediately adjacent to demolition area will be occupied. Conduct building 28 demolition so operations of occupied buildings will not be disrupted. 29

    1. Provide not less than 72 hours' notice of activities that will affect operations of adjacent 30 occupied buildings. 31

    2. Maintain access to existing walkways, exits, and other facilities used by occupants of 32 adjacent buildings. 33

    a. Do not close or obstruct walkways, exits, or other facilities used by occupants of 34 adjacent buildings without written permission from authorities having jurisdiction. 35

    C. Owner assumes no responsibility for buildings and structures to be demolished. 36

    1. Conditions existing at time of inspection for bidding purpose will be maintained by 37 Owner as far as practical. 38

    D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the 39 Work. 40

    1. Hazardous materials will be removed by Owner before start of the Work. 41 2. If materials suspected of containing hazardous materials are encountered, do not disturb; 42

    immediately notify Architect and Owner. Hazardous materials will be removed by Owner 43 under a separate contract. 44

    E. On-site storage or sale of removed items or materials is not permitted. 45

    F. Arrange demolition schedule so as not to interfere with operations of adjacent occupied 46 buildings. 47

    PART 2 - PRODUCTS[ (Not Used)] 48

    2.1 SOIL MATERIALS 49

    A. Satisfactory Soils: Comply with requirements in Section 31 20 00 "Earth Moving." 50

    PART 3 - EXECUTION 51

    3.1 EXAMINATION 52

    A. Verify that utilities have been disconnected and capped before starting demolition operations. 53

    B. Inventory and record the condition of items to be removed and salvaged. 54

    C. Perform an engineering survey of condition of building to determine whether removing any 55 element might result in structural deficiency or unplanned collapse of any portion of structure or 56 adjacent structures during building demolition operations. 57

  • STRUCTURE DEMOLITION 02 41 16 - 3

    3.2 PREPARATION 58

    A. Refrigerant: Remove refrigerant from mechanical equipment according to 40 CFR 82 and 59 regulations of authorities having jurisdiction before starting demolition. 60

    B. Existing Utilities: Locate, identify, disconnect, and seal or cap off indicated utilities serving 61 buildings and structures to be demolished. 62

    1. Owner will arrange to shut off indicated utilities when requested by Contractor. 63 2. Arrange to shut off indicated utilities with utility companies. 64 3. If removal, relocation, or abandonment of utility services will affect adjacent occupied 65

    buildings, then provide temporary utilities that bypass buildings and structures to be 66 demolished and that maintain continuity of service to other buildings and structures. 67

    4. Cut off pipe or conduit a minimum of 24 inches (610 mm) below grade. Cap, valve, or 68 plug and seal remaining portion of pipe or conduit after bypassing according to 69 requirements of authorities having jurisdiction. 70

    5. Do not start demolition work until utility disconnecting and sealing have been completed. 71

    C. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or structural 72 support to preserve stability and prevent unexpected movement or collapse of construction 73 being demolished. 74

    3.3 PROTECTION 75

    A. Existing Facilities: Protect adjacent walkways, building entries, and other building facilities 76 during demolition operations. Maintain exits from existing buildings. 77

    B. Existing Utilities: Maintain utility services to remain and protect from damage during 78 demolition operations. Do not interrupt existing utilities serving adjacent occupied or operating 79 facilities unless authorized in writing by Owner and authorities having jurisdiction. 80

    C. Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and 81 covered passageways, where required by authorities having jurisdiction. 82

    1. Protect adjacent buildings and facilities from damage due to demolition activities. 83 2. Protect existing building foundation to be re-used. 84 3. Provide temporary barricades and other protection required to prevent injury to people 85

    and damage to adjacent buildings. 86 4. Protect walls and other adjacent exterior construction that are to remain and that are 87

    exposed to building demolition operations. 88 5. Erect and maintain dustproof partitions and temporary enclosures to limit dust, noise, and 89

    dirt migration to occupied portions of adjacent buildings. 90

    D. Remove temporary barriers and protections where hazards no longer exist. Where open 91 excavations or other hazardous conditions remain, leave temporary barriers and protections in 92 place. 93

  • STRUCTURE DEMOLITION 02 41 16 - 4

    3.4 DEMOLITION 94

    A. General: Demolish indicated buildings and noted site improvements completely. Use methods 95 required to complete the Work within limitations of governing regulations. 96

    1. Do not use cutting torches until work area is cleared of flammable materials. Maintain 97 portable fire-suppression devices during flame-cutting operations. 98

    2. Maintain adequate ventilation when using cutting torches. 99 3. Locate building demolition equipment and remove debris and materials so as not to 100

    impose excessive loads on supporting walls, floors, or framing. 101

    B. Site Access and Temporary Controls: Conduct building demolition and debris-removal 102 operations to ensure minimum interference with roads, streets, walks, walkways, and other 103 adjacent occupied and used facilities. 104

    1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used 105 facilities without permission from Owner and authorities having jurisdiction. Provide 106 alternate routes around closed or obstructed traffic ways if required by authorities having 107 jurisdiction. 108

    2. Use water mist and other suitable methods to limit spread of dust and dirt. Comply with 109 governing environmental-protection regulations. 110

    C. Explosives: Use of explosives is not permitted. 111

    D. Proceed with demolition of structural framing members systematically, from higher to lower 112 level. Complete building demolition operations above each floor or tier before disturbing 113 supporting members on the next lower level. 114

    E. Salvage foundation walls and other below-grade construction within footprint of new 115 construction. 116

    F. Existing Utilities: Terminate existing utilities and below-grade utility structures within 5 feet 117 (1.5 m) outside footprint indicated for new construction. 118

    G. Below-Grade Areas: Completely fill below-grade areas and voids resulting from building 119 demolition operations according to backfill requirements in Section 31 20 00 "Earth Moving." 120

    H. Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free 121 from irregular surface changes. Provide a smooth transition between adjacent existing grades 122 and new grades. 123

    I. Promptly repair damage to adjacent buildings caused by demolition operations. 124

    3.5 RECYCLE RE-USE PLAN 125

    A. The recycling and reuse plan shall be as follows: 126 127

    1) Contractor and Deconstruction Manager shall meet with Habitat for Humanity 128 ReStore (608-712-0737) to identify items such as wood flooring, cabinets or other 129 materials that the ReStore can remove for resale. 130

  • STRUCTURE DEMOLITION 02 41 16 - 5

    131 Contractor will submit a written list of salvageable materials that ReStore can take, 132 include the list to the Architect, Owner and City Recycle Coordinator prior. If there 133 are no reusable items, a written statement will be submitted verifying this. 134 135

    • If contractor plans to deconstruct building to remove for reuse as many items 136 as possible for later use of resale, Contractor will include a written list of 137 those items as part of the plan. 138

    139 2) Appliance Recycling; Appliances, HVAC equipment and water heaters will be recy-140

    cled per law. Appliances containing CFC’s will be recycled once a licensed contrac-141 tor has removed the CFC’s. 142 143 The recycling plan shall include proposal for appliance recycling and CFC recovery 144 if needed. 145 146

    3) Mercury Recovery/Recycling; The plan shall include a plan for handling all mercu-147 ry thermostats and fluorescent light bulbs and/or tubes. These items are banned from 148 the landfill by federal regulations. 149 150

    4) Mixed Loads of Construction and Demolition Debris: The plan will clearly de-151 scribe the amount and types of mixed debris to be removed per law. 152 153

    5) Concrete/Asphalt Recycling; The south driveway and part of the concrete founda-154 tion will be demolished. 155

    156 Asphalt and concrete recyclers: Wingra Stone (608-271-5555), Speedway Sand and 157 Gravel (836-1071), Mandt Sandfill (608-835-3630) or Northwestern Stone (608-836-158 1701). 159 Ashalt Recyclers: DRS (836-6667) and Payne and Dolan (845-8900). 160 161

    6) Metal Recycling; The recycling plan shall divert as much metal as possible from the 162 landfill. Metal includes all ductwork, rain gutters and downspouts, siding, storm 163 windows and doors. 164 165 Recyclers: Contact Alter Recycling (608-241-1517), Resource Solutions (608-244-166 5451) or All Metal Recycling (608-255-0960) 167

    168 7) Shingle Recycling; Shingles shall be recycled. 169

    Recyclers: Contact , Royal Container & Recycling Service (608-221-1919), or Dane 170 County Transfer Station (608-838-9555) 171

    172 8) Clean Wood; All clean wood shall be recycled. 173

    Recyclers: Royal Container & Recycling Service (608-221-1919); City of Madison 174 Transfer Station (608-266-4911), Dane County Transfer Station (608-838-9555) 175

    . 176 177

    9) Compliance Report: 178 Contractor shall submit, within 60 days of the completion of the demolition project, a 179 compliance report including information on the material that was reused and the vol-180 ume of material that was recycled and landfilled. Substantiating documentation on 181

  • STRUCTURE DEMOLITION 02 41 16 - 6

    where recycled material was sent will be included in the form of sending copies or 182 receipts and/or weight tickets. 183

    3.6 CLEANING 184

    A. Remove demolition waste materials from Project site and legally dispose of them in an EPA-185 approved landfill acceptable to authorities having jurisdiction. 186

    B. Do not burn demolished materials. 187

    C. Clean adjacent structures and improvements of dust, dirt, and debris caused by buildin