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CONTRACT DOCUMENTS

FOR THE

EXHAUST STACK EXTENSIONS

MADISON METROPOLITAN SEWERAGE DISTRICT

Madison, Wisconsin

June, 2013

TABLE OF CONTENTS FRONT END MATERIAL ADVERTISEMENT ............................................................................................. A-1 MMSD PRE-QUALIFICATION FORMS ......................................................... PQ-1 INSTRUCTIONS TO BIDDERS ........................................................................... I-1 PROPOSAL ........................................................................................................... P-1 CONTRACT .......................................................................................................... C-1 PERFORMANCE BOND .................................................................................... PF-1 PAYMENT BOND ............................................................................................. PY-1 WAGE RATES .................................................................................................. WR-1 MMSD GENERAL CONDITIONS ................................................................... GC-1 SPECIFICATIONS Summary of Work .............................................................................................. 01100 Measurements and Payments ............................................................................. 01200 Submittals ........................................................................................................... 01300 Quality Control .................................................................................................. 01400 Materials and Equipment ................................................................................... 01600 Contract Closeout ............................................................................................... 01700 Metal Fabrications .............................................................................................. 05500 Stainless Steel Pipe and Fittings ........................................................................ 15000 Breechings, Chimneys, and Stacks .................................................................... 15050 SHOP DRAWING OF EXISTING BOILER FLUES PHOTOS LOCATION MAP / PROJECT AREA PROJECT PLAN

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ADVERTISEMENT FOR BIDS

MADISON METROPOLITAN SEWERAGE DISTRICT

EXHAUST STACK EXTENSIONS The Madison Metropolitan Sewerage District will receive sealed proposals for the Exhaust Stack Extensions. Proposals will be received at the office of the District, 1610 Moorland Road, Madison, Wisconsin 53713 until 2:00 p.m., Thursday, August 1, 2013, at which time and place all proposals will be publicly opened and read aloud.

The project is located within the Nine Springs Wastewater Treatment Plant at 1610 Moorland Road, Madison, WI.

The project includes all work necessary to furnish and install stainless steel exhaust stack extensions for three separate 10-inch engine exhaust stacks and three separate 20-inch ID double wall boiler exhaust stacks. The new stack extensions will require guy wires and guy wire anchors. Two of the engine exhaust stacks will require stainless steel structural framing for support. The Contractor shall provide all materials, labor, equipment, and services necessary for construction of the project.

Proposals shall be addressed to the Madison Metropolitan Sewerage District; Mr. Michael Mucha, Chief Engineer and Director; 1610 Moorland Road; Madison, Wisconsin 53713; and shall be marked “Sealed Proposal, Exhaust Stack Extensions.” A mandatory pre-bid meeting will be held at 10:00 a.m. on Wednesday, July 17, 2013 at the District office, 1610 Moorland Road, Madison, Wisconsin. All bidders must be qualified for this specific work. All Contractors seeking to become pre-qualified for this type of work must provide written documentation that their personnel have adequate experience and training in the type of work required. All prospective prime bidders must submit qualifications for review and approval by the District. Prequalification applications will be distributed with the Contract documents or can be obtained from the District. Bidders who have already submitted prequalification documentation to the District within the current calendar year need not resubmit, but must notify the District in writing by the due date (using the form provided) of their desire to prequalify for this specific work. Prequalification applications must be completed and submitted to the District office no later than 5:00 p.m., Friday, July 12, 2013. Bidders will be notified only of disqualification no later than 5:00 p.m., Tuesday, July 16, 2013. If a Bidder has not filed the prequalification application, his proposal shall not be opened. The Contract Documents will be available approximately Friday, June 28, 2013. Copies of the Bidding Documents are available at WWW.QUESTCDN.COM . Bidders may download the digital Plan Documents for $10.00 by inputting Quest Project #2787024 on the website’s project search page. Please contact QuestCDN.com at 952-233-1632 or [email protected] for assistance in free membership registration, downloading, and working with this digital project information. No paper Plan Documents will be provided.

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All questions regarding the project shall be directed to Eric Hjellen, Project Engineer, Madison Metropolitan Sewerage District. Phone: (608) 222-1201-x348, FAX (608)-222-2703, [email protected]. The District reserves the right to reject any or all proposals or to waive any technicality and accept any proposal that may, in its opinion, be advantageous to the District. Contract letting is subject to the provisions of Section 66.0901, Wisconsin Statutes. Contractors are required to pay not less than the prevailing wage rates on the project as established by the State of Wisconsin, Department of Workforce Development, Equal Rights Division – Labor Standards Bureau, pursuant to Wisconsin Statutes. Copies of the prevailing wage rate will be included in the Contract Documents. In Connection with the performance of work under this contract, the contractor agrees not to discriminate against any employee or applicant for employment because of age, race, religion, color, handicap, sex, physical condition, developmental disability, or national origin. This provision shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff and termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor further agrees to post in conspicuous places, available for employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause. Published by authority of the Commissioners of the Madison Metropolitan Sewerage District.

By_____________________________________ Ezra J. Meyer, SECRETARY

Madison, Wisconsin

June, 2013

MMSD PRE-QUALIFICATION FORMS

This Page Intentionally Left Blank

MMSD Pre-qualification Forms Page 1 of 3

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MMSD PRE-QUALIFICATION APPLICATION

BIDDER’S STATEMENT OF REQUEST FOR PRE-QUALIFICATION

(CONFIDENTIAL INFORMATION)

Submitted to: Madison Metropolitan Sewerage District PHONE (608) 222-1201 1610 Moorland Road FAX (608) 222-2703

Madison, WI 53713 Instructions: To be submitted by prime contract bidders only. Must be received by District prior to deadline stated in bidding documents. Additional information, if necessary, may be requested by the District. = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = == = 1. Bidder’s Name:________________________________________________________________ Mailing Address: ______________________________________________________________ ____________________________________________________________________________ Telephone: ____________________________ Fax: ____________________________ E-Mail: _____________________________________________________________________ 2. The above named Bidder requests to be pre-qualified for construction of the following project(s)/contract(s)

(insert project/contract name(s) below): a.__________________________________________________________________________ b.__________________________________________________________________________ c.__________________________________________________________________________ Bidder HAS NOT submitted a Statement of Qualifications within the current calendar year. Documentation is

required. Proceed to following page, complete forms and attach documentation. Bidder HAS submitted a Statement of Qualifications within the current calendar year. A new Statement of

Qualifications is not required. Bidder acknowledges his/her intent to be pre-qualified for the above named project(s) by signing and dating this form below and by returning this form to the District prior to the deadline stated in the bidding documents.

_____________________________________________ Firm Name

_____________________________________________ Signature

_____________________________________________ Title

_____________________________________________ Date



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MMSD PRE-QUALIFICATION DOCUMENTATION

BIDDER’S STATEMENT OF QUALIFICATIONS

(CONFIDENTIAL INFORMATION) If Bidder HAS NOT submitted a Statement of Qualifications within the current calendar year, please complete this form, include supplemental information as required, and return to the District prior to the deadline stated in the bidding documents. = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = == = 1. Bidder’s Current Name: ________________________________________________________ Mailing Address: ______________________________________________________________ ____________________________________________________________________________ Telephone: _____________________________ Fax: ___________________________ E-Mail: _____________________________________________________________________ 2. When organized? ______________________________________________________________ 3. When and where incorporated? ___________________________________________________ 4. How many years in contracting business under present firm name? _______________________ 5. Briefly describe the type of work which your firm undertakes (check appropriate items). Provide

attachment, if desired. _____ Building Construction _____ Reinforced Concrete _____ Earthwork _____ Sewer, Water, Underground _____ Plumbing _____ Mechanical Equipment Installation, _____ Electrical _____ Process Piping _____ Heating/Ventilating _____ Other (describe) _________________________________________________________ Comments on above: ___________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________


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BIDDER’S STATEMENT OF QUALIFICATIONS-Continued

(CONFIDENTIAL INFORMATION) = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = == = 6. Attach a list of your current contracts and your contracts completed in recent years. Include project

name, owner, engineer, contract amount, completion date, and type of work. Highlight those contracts that are for work similar in type to that contemplated by the Madison Metropolitan Sewerage District.

7. Have you ever defaulted on a contract, or failed to complete any work awarded to you? _____ Yes _____ No If yes, attach statement showing where and why. 8. Attach a list of your major equipment. 9. Attach a statement or resumes showing the experience and qualifications of your key personnel. 10. Attach a bank letter indicating credit available. 11. Attach a dated, recent financial statement showing breakdown of your firm’s assets, liabilities, and net

worth. I certify that all above statements and attachments hereto are true and correct and are made on behalf of ____________________________________________ Firm Name _____________________________________________ Signature _____________________________________________ Title Sworn and Subscribed to before me this _____ day of _________________________, 20___. ____________________________________ Notary Public. My commission expires _______________.

INSTRUCTIONS TO BIDDERS

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INSTRUCTIONS TO BIDDERS 1. PREPARATION OF PROPOSALS a. General

All Proposals must be made on the forms herein provided. In case of a conflict between a unit price bid and the corresponding extended amount, the unit price bid shall govern. When any proposal by combination or joint venture is presented, the District will require that one responsible party be delegated authority to act for the joint venture.

b. Basis on Which Bids Are Requested

Bids are requested on the basis of lump sum and unit prices as clearly set forth in the Proposal forms. Where unit prices are requested, quantities are subject to variation, and payment will be made on the basis of actual quantities of completed work as measured by the Engineer. Such measurement will be made in terms of the units indicated in the Proposal form. All work included under the Contract Documents but not listed as bid items shall be considered as work incidental and subsidiary to the bid items and will not be measured for payment. Bidders shall list the names of manufacturers of major equipment items included in their Bid as required in the Proposal Form. Failure to list the names of the manufacturers shall result in the Proposal being considered nonresponsive. No change in manufacturer of the major equipment items will be allowed without written approval of the OWNER. When so indicated in the Proposal form, the bidder shall provide supplemental unit prices for the purpose of additions to, deductions from, or modifications of the planned work.

c. Bidder’s Responsibility

The bidders are required to carefully review all the Contract Documents and to inform themselves of the conditions under which the work is to be performed. The bidder, if awarded the Contract, shall not be allowed any extra compensation by reason of his failure to have fully informed himself prior to the bidding of any matter or thing which such bidder might have fully informed himself. The bidder shall obtain the permission of the property owners and the District prior to entering any private property for inspection, subsurface exploration, or any other purposes.

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d. Interpretation of Contract Documents

If the bidder is in doubt as to the true meaning of any part of the Contract Documents, the bidder may submit to the District a written request for an interpretation thereof. Any interpretation of the Contract Documents will be made only by an addendum duly issued.

e. Sales Tax

The bidders shall note the policy regarding sales tax as stated in the Proposal Form. f. Requirements for Signing Bids

1. Bids which are not signed by individuals making them shall have attached thereto a power of attorney with authority to sign the bid in the name of the person for whom it is signed.

2. Bids which are signed for a partnership shall be signed by all of 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 extending authority to sign the bid executed by the partners.

3. Bids signed for a corporation shall have the correct corporate name thereon and

the signature of the president or other authorized officer of the corporation manually written below the corporate name.

4. Any bid manually signed by an official other than the president of the

corporation shall have attached to it a certified copy of a resolution of the Board of Directors directing authority of such official to sign the bid and bearing the attesting signature of the secretary of the corporation. The impression of the corporate seal shall be placed on the bid. If the corporation does not have a seal, a statement to that effect shall appear following the corporate name.

2. PREQUALIFICATION OF BIDDERS

The requirements for qualification of Bidders are as stated in the Advetisement. All Bidders and major subcontractors must be prequalified for this project.

3. PRE-BID CONFERENCE The time, place and attendance requirements for the pre-bid conference are as stated in the Advertisement.

4. BID GUARANTEE No proposal will be accepted unless accompanied by a certified check or bid bond equal to at least five percent (5%) of the amount proposed, payable to the District, as guarantee that if the Proposal is accepted, the bidder will execute and file the proper Contract and Bonds within ten (10) calendar days after award of the Contract. Certified checks will be returned to bidders upon proper execution of the Contract and Bonds. If the successful bidder shall fail to execute

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and file the Contract and Bonds within ten (10) calendar days after the award of the Contract, the certified check or bid bond shall be forfeited to the District as liquidated damages.

5. DELIVERY OF BIDS

Each bid shall be placed, together with the bid guarantee, in a sealed envelope and endorsed as stated in the Advertisement. Proposals will be received until the hour and date set for the opening thereof and must be by that time in the possession of the Madison Metropolitan Sewerage District.

6. WITHDRAWAL OF BIDS

A bidder may withdraw his proposal, providing such a written request is in the hands of the District by the time set for opening proposals. When such a proposal is reached, it will be returned unopened to the bidder. No proposal shall be withdrawn after the opening of proposals for a period of thirty (30) calendar days after the scheduled time of receiving proposals without the consent of the District.

7. AWARD OF CONTRACT Within twenty (20) calendar days after the opening of proposals, the OWNER will accept one of the Proposals for each Contract or will act in accordance with “Basis of Award,” as stated herein. The acceptance of the Proposal will be by written Notice of Award, mailed or delivered to the office designated in the Proposal. If the bidder whose Proposal is accepted should fail to execute the proper Contract and Bonds within the time allowed in “Execution of Contract,” the OWNER may award the Contract to another bidder in accordance with the “Basis of Award”; and the certified check or bid bond of the first-mentioned bidder shall be forfeited.

8. BASIS OF AWARD

The District reserves the right to reject any or all proposals or to waive any irregularities in any proposal or to accept any proposal which will be in the best interests of the District. The District also reserves the unrestricted privilege to reject any unit prices for additions to or deductions from the scheduled amount of work as given in the proposals, if the same are considered excessive or unreasonable, or to accept any or all of such unit prices which may be considered fair or reasonable. Before award of any Contract can be approved, the District shall be satisfied that the bidder involved:

a. maintains a permanent place of business. b. has adequate plant and equipment to do the work properly and expeditiously, c. has a suitable financial status to meet obligations incident to the work, d. has appropriate technical experience, and e. has a satisfactory performance record.

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The award, if made, will be made to the responsive, responsible bidder as recommended by the Chief Engineer and Director and approved by the Commission of the District.

9. EXECUTION OF CONTRACT

Within ten (10) calendar days after receiving the Notice of Award, the successful Bidder shall sign the Contract hereto attached, submit to the District acceptable certificates of insurance required under the Contract Documents, and, together with the Surety, execute the Performance Bond and Payment Bond hereto attached. Within fifteen (15) calendar days after receiving the signed Contract with acceptable bonds and insurance from the successful bidder, the OWNER’s authorized agent will sign the Contract. Three executed counterparts of the Contract, Performance Bond, Payment Bond, and certificates of insurance will be required.

10. PERFORMANCE AND PAYMENT BONDS

The successful Bidder will be required to execute a Performance Bond and a Payment Bond on the forms attached with good and sufficient sureties satisfactory to the District. The penalty of each bond shall not be less than the full Contract price. Bonds shall be executed in accordance with the following conditions:

a) The form of the Performance Bond and the Payment Bond attached hereto shall be used. b) The forms contemplate one corporate surety only. In case co-sureties or individual

sureties will be furnished, proper forms therefore shall be obtained at the office of the District.

c) Every bond must run to the Madison Metropolitan Sewerage District. d) The surety on the bonds shall be licensed to underwrite contracts in the State of

Wisconsin, and a certificate to that effect shall be attached to the bond. e) If the principal is an individual, his full name and residence shall be inserted in the body

thereof; and he shall sign the bond with his usual signature on the line opposite the scroll seal.

f) If the principals are partners, their individual names shall appear in the body of the bond

with the recital that they are partners comprising a firm and naming it; and all members of the firm shall execute the bond as individuals.

g) The signature of a witness shall appear in the appropriate place, attesting to the signature

of each individual party to the bond. h) If the principal is a corporation, the name of the State in which incorporated shall be

inserted in the appropriate place in the body of the bond; and said instrument shall be executed and attested under the corporate seal as indicated on the form. If the corporation has no corporate seal, the fact shall be stated, in which case a scroll or adhesive seal shall appear following the corporate name. This also applies to execution by surety.

i) The date of the bond must not be prior to the date of the Contract for which it is given.

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j) A power of attorney, authorizing the execution of the bond by an attorney-in-fact or agent, shall be attached to one executed counterpart of the bond. If the bond is executed by an out-of-state agent, it shall be countersigned by a licensed resident agent of Wisconsin; and evidence of his being so licensed shall be furnished.

11. WAGE RATES

All bidders are notified that all work must be performed in accordance with the minimum wage rates and other employment conditions determined for this project by the State of Wisconsin Department of Workforce Development. A prevailing Wage Rate section is included in these Contract Documents. The Contractor shall comply with all applicable federal, state, and local rules and regulations regarding the posting, certification, and filing of the Wage Rates paid to employees. Bidder shall submit with his bid a completed Disclosure of Ownership form which is included in the Wage Rate section of the Contract Documents.

PROPOSAL

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PROPOSAL FORM NOTE: Use Black Ink Or Typewriter For Completing This Bid Form PROJECT IDENTIFICATION: Exhaust Stack Extensions THIS BID IS SUBMITTED TO: Madison Metropolitan Sewerage District

1610 Moorland Road Madison, Wisconsin 53713

1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with Owner in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. Bidder accepts all of the terms and conditions of the Advertisement for Bids and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for the period of time specified in the Advertisement for Bids after the day of Bid opening. Bidder will sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within 10 days after the date of Owner's Notice of Award. 3. In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that: (a) Bidder has examined copies of all the Bidding Documents and of the following Addenda, receipt of all which is hereby acknowledged: Number Date

__________ _________

__________ _________

__________ _________

__________ _________

(b) Bidder has familiarized itself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work.

(c) Bidder has given Engineer written notice of all conflicts, errors or discrepancies that it has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Bidder. (d) Bidder shall refer to and comply with the stipulations set forth in Wisconsin Administrative Rule Tax 11.11 in order to obtain a state sales tax exemption. Tangible personal property that becomes a part of a municipal wastewater treatment facility is exempt from sales tax. Bidder shall exclude sales tax from the Proposal.

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4. Bidder will complete the Work for the following prices:

LUMP SUM BID:

The Bidder agrees to complete the Lump Sum Bid work for all work called for in the Contract Documents for the following amount: Dollars (use words) $ (use figures)

5. Bidder agrees that the Work will be substantially completed as specified in Section 01100. Date of final completion and ready for final payment shall also be as specified in Section 01100. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work on time. 6. The following documents are attached to and made a condition of this Bid: (a) Required Bid Security

(b) Disclosure of Ownership form 7. Communications concerning this Bid shall be addressed to:

Name: ___________________________________________

Company Name: ___________________________________________

Address: ___________________________________________ ___________________________________________ ___________________________________________

Telephone No.: ___________________________________________ 8. The terms used in this Bid, which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents, have the meanings assigned to them in the General Conditions. SUBMITTED ON ___________________________________, 20______

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Accompanying this Proposal is a ___________________________________________________ (Bid Bond, Certified Check, Bank Draft) in the amount of __________________________________________________________Dollars ($ ______________________________________ ) as required by the Advertisement for Bids. I hereby certify that all the statements herein are made on behalf of: ______________________________________________________________________________ Name and mailing address of corporation, partnership, or person submitting bid ______________________________________________________________________________ Street and Number City State Zip a corporation organized and existing under the laws of the state of ________________________; a partnership consisting of _______________________________________________________ ; an individual trading as __________________________________________________________; of the City of ____________________________ State of _______________________________ that I have examined and carefully prepared this proposal from the plans and specifications and have checked the same in detail before submitting this proposal; that I have full authority to make such statements and submit this proposal in (its) (their) behalf; and that said statements are true and correct. Signature _________________________________________ Title, if any _______________________________________ Subscribed and sworn to before me This ____day of ________, 20___. ____________________________ Notary Public or other officer Authorized to administer oaths My commission expires ________

(Bidders should not add any conditions or qualifying statements to this Proposal, as otherwise the Proposal may be declared irregular as not responsive to the Advertisement)

erich

Typewritten Text

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CONTRACT

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CONTRACT

THIS CONTRACT, made this __________ day of _____________________________, 20____ between ______________________________________________________________________ hereinafter called the CONTRACTOR, and the Madison Metropolitan Sewerage District , hereinafter called the OWNER or the District. WITNESSETH: That the Contractor and the OWNER for the consideration stated herein agree as follows: ARTICLE I, SCOPE OF WORK: The contractor shall provide and furnish all labor, materials, equipment, tools, power, utilities, transportation, and all other items and services necessary to perform and complete in a workman- like manner, the construction of Exhaust Stack Extensions for the Madison Metropolitan Sewerage District, all in accordance with the Contract Documents herein mentioned, including any and all Addenda prepared by the Madison Metropolitan Sewerage District, which Contract Documents are made a part of this Contract; and the contractor shall do all other things required of the Contractor by said Contract Documents. ARTICLE II, CONTRACT PRICE: The OWNER shall pay to the contractor for the performance of this Contract in U.S. dollars, the amount of _____________________________________________________________________ ________________________________________________________________________Dollars and _________________________________Cents, ($________________________________), the said amount being computed from the Contractor’s prices stated in the Proposal. Payments are to be made to the Contractor in accordance with and subject to the provisions embodied in the Contract Documents. ARTICLE III, CONTRACT DOCUMENTS: This Contract consists of the following Contract Documents, all of which are as fully a part of this Contract as if herein set out verbatim, or if not attached, as if hereto attached. 1. Addenda No.___ to ___ inclusive 7. Plans 2. General Conditions 8. Contractor’s Proposal 3. Advertisement 9. This Instrument 4. Instructions to Bidders 10. Performance Bond 5. Wage Requirements 11. Payment Bond 6. Specifications

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In the event that any provision in any of the above component parts of this Contract conflicts with any provision in any other of the component parts, the provision in the component part first enumerated above shall govern over any other component part which follows it numerically, except as may be otherwise specifically stated. IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed in three (3) original counterparts this day and year first above written. (Contractor’s Seal) ____________________________________ (Contractor) Attest _______________________________ By _________________________________ Title ________________________________ Title _______________________________ (OWNER’s Seal) Madison Metropolitan Sewerage District (OWNER) Attest ______________________________ By _________________________________ Title _______________________________ Title _______________________________

BOND FORMS

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PERFORMANCE BOND

KNOW ALL MEN BY THESE PRESENTS, that __________________________________ _____________________________________________________________________________ hereinafter called the Contractor (Principal), and ______________________________________ _____________________________________________________________________________ hereinafter called the SURETY, a corporation duly organized and existing under and by virtue of the laws of the State of _____________________________ and authorized to transact business within the State of WISCONSIN, as SURETY, are held and firmly bound unto the MADISON METROPOLITAN SEWERAGE DISTRICT, as OWNER, in the penal sum of: DOLLARS ($ ), lawful money of the United States of America, for the payments of which, well and truly be made to the OWNER, the CONTRACTOR and the SURETY bind themselves, and each of their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents as follows: THE CONDITION OF THE ABOVE OBLIGATION IS SUCH THAT: WHEREAS, the CONTRACTOR has executed and entered into a certain Contract, hereto attached, with the OWNER, dated ________________________________, 20_____, for Exhaust Stack Extensions , NOW, THEREFORE, if the CONTRACTOR shall in all things perform all the terms and conditions of the within and foregoing Contract as provided in the Contract Documents to be by such CONTRACTOR performed, and shall honor all claims for defective work made within 1 year after the completion and acceptance of the foregoing Contract, and shall pay over, make good and reimburse to the OWNER, all loss or damage which the OWNER may sustain by reason of failure or default on the part of the CONTRACTOR, then this obligation shall be void; otherwise it shall be and remain in full force and effect.

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PROVIDED, HOWEVER, that the SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract Documents or to the work to be performed thereunder, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract Documents. IN WITNESS WHEREOF, the above parties bounded together have executed this instrument this ______ day of ____________________________________, 20____ CONTRACTOR _________________________________ By __________________________(Seal) __________________________ Attest SURETY __________________________________ By __________________________(Seal) __________________________ Attest

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PAYMENT BOND

KNOW ALL MEN BY THESE PRESENTS, that _____________________________________ ______________________________________________________________________________ hereinafter called the CONTRACTOR (Principal), and _________________________________ ______________________________________________________________________________ hereinafter called the SURETY, a corporation duly organized and existing under and by virtue of the laws of the State of _________________________ and authorized to transact business within the State of WISCONSIN, as SURETY, are held and firmly bound unto the MADISON METROPOLITAN SEWERAGE DISTRICT, as OWNER, in the penal sum of: DOLLARS ($ ), lawful money of the United States of America, for the payment of which, well and truly be made to the OWNER, the CONTRACTOR and the SURETY bind themselves and each of their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents as follows: THE CONDITION OF THE ABOVE OBLIGATION IS SUCH THAT: WHEREAS, the CONTRACTOR has executed and entered into a certain Contract, hereto attached, with the OWNER, dated ___________________________________, 20____, for Exhaust Stack Extensions , NOW, THEREFORE, if the CONTRACTOR shall make all payments as required by the terms and conditions of the within and foregoing Contract, as well as all other payments for goods and services rendered in connection with the performance of said Contract for which any common law or statutory mechanic’s lien is available, then this obligation shall be void; otherwise it shall be and remain in full force and effect. PROVIDED, HOWEVER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.

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PROVIDED, FURTHER, that the SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract Documents or to the work to be performed thereunder, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract Documents. IN WITNESS WHEREOF, the above parties bounded together have executed this instrument this ________ day of ____________________________________________, 20____. CONTRACTOR _________________________________ By __________________________(Seal) __________________________ Attest SURETY __________________________________ By __________________________(Seal) __________________________ Attest

WAGE RATES

WISCONSIN DEPARTMENT OF WORKFORCE DEVELOPMENT

State of Wisconsin Department of Workforce Development Equal Rights Division

DEPARTMENTAL ORDER

ISSUE DATE: PROJECT:

PROJECT OWNER: REQUESTER:

ADDITIONAL CONTACT:

The department received an application for prevailing wage rate determination for the above-captioned project. The department conducted a survey to determine the prevailing wage rate for the trade(s) or occupation(s) needed to complete the project. The survey’s findings appear in the attached project determination. If you believe that the wage rate for any trade or occupation does not accurately reflect the prevailing wage rate in the city, village or town where the project is located, you may ask the department to conduct an administrative review of such wage rate. You must submit this request in writing within 30 days from the date indicated above. Additionally, your request must include wage rate information from at least three similar projects in the city, village or town where the proposed project is located and on which some work has been performed by the contested trade(s) during the current survey period and was previously considered by the department in issuing the attached determination. See DWD 290.10 of the Wisconsin Administrative Code and either s. 66.0903(3)(br), s. 66.0904(4)(e), or s. 103.49(3)(c), Stats., for a complete explanation of the administrative review process. Enclosures

It is hereby ordered that the prevailing wage rates set forth in the attached project determination shall only be applicable to the above referenced project. This order is a FINAL ORDER of the department unless a timely request for an administrative review is filed with the department. ISSUED BY: Equal Rights Division Labor Standards Bureau

Construction Wage Standards Section PO Box 8928 Madison, WI 53708-8928

(608)266-6861

Web Site: http://dwd.wisconsin.gov/er/

ERIC HJELLEN, PROJECT ENGINEERMADISON METRO SEWERAGE DISTRICT1610 MOORLAND ROADMADISON, WI 53713

ERIC HJELLEN, PROJECT ENGINEERMADISON METRO SEWERAGE DISTRICT1610 MOORLAND ROADMADISON, WI 53713

NOTE: The Requester must provide a copy of this ProjectDetermination and enclosures to the Project Owner and AdditionalContact.

6/7/2013

EXHAUST STACK EXTENSIONSMADISON CITY, DANE COUNTY, WIDetermination No. 201301640

Page WR-1


Contractors are responsible for correctly classifying their workers. Either call the Department ofWorkforce Development (DWD) with trade or classification questions or consult DWD’s Dictionary ofOccupational Classifications & Work Descriptions on the DWD website at:dwd.wisconsin.gov/er/prevailing_wage_rate/Dictionary/dictionary_main.htm.

Time and one-half must be paid for all hours worked:- over 10 hours per day on prevailing wage projects- over 40 hours per calendar week- Saturday and Sunday- on all of the following holidays: January 1; the last Monday in May; July 4;

the 1st Monday in September; the 4th Thursday in November; December25;

- The day before if January 1, July 4 or December 25 falls on a Saturday;- The day following if January 1, July 4 or December 25 falls on a Sunday.

Apply the time and one-half overtime calculation to whichever is higher between the Hourly Basic Ratelisted on this project determination or the employee's regular hourly rate of pay. Add any applicablePremium or DOT Premium to the Hourly Basic Rate before calculating overtime.

A DOT Premium (discussed below) may supersede this time and one-half requirement.

When a specific trade or occupation requires a future increase, you MUST add the full hourly increaseto the "TOTAL" on the effective date(s) indicated for the specific trade or occupation.

If indicated for a specific trade or occupation, the full amount of such pay MUST be added to the"HOURLY BASIC RATE OF PAY" indicated for such trade or occupation, whevenever such pay isapplicable.

This premium only applies to highway and bridge projects owned by the Wisconsin Department ofTransportation and to the project type heading "Airport Pavement or State Highway Construction." DONOT apply the premium calculation under any other project type on this determination.

Pay apprentices a percentage of the applicable journeyperson's hourly basic rate of pay and hourlyfringe benefit contributions specified in this determination. Obtain the appropriate percentage fromeach apprentice’s contract or indenture.

Subjourney wage rates may be available for some of the trades or occupations indicated below withthe exception of laborers, truck drivers and heavy equipment operators. Any employer interested inusing a subjourney classification on this project MUST complete Form ERD-10880 and request theapplicable wage rate from the Department of Workforce Development PRIOR to using the subjourneyworker on this project.

PREVAILING WAGE RATE DETERMINATIONIssued by the State of Wisconsin

Department of Workforce DevelopmentPursuant to s. 66.0903, Wis. Stats.

Issued On: 6/7/2013

DETERMINATION NUMBER: 201301640

EXPIRATION DATE: Prime Contracts MUST Be Awarded or Negotiated On Or Before12/31/2013. If NOT, You MUST Reapply.

PROJECT NAME:

PROJECT LOCATION: MADISON CITY, DANE COUNTY, WI

CONTRACTING AGENCY: MADISON METRO SEWERAGE DISTRICT

CLASSIFICATION:

OVERTIME:

FUTURE INCREASE:

PREMIUM PAY:

DOT PREMIUM:

APPRENTICES:

SUBJOURNEY:

Page WR-2

This document MUST BE POSTED by the CONTRACTING AGENCY in at least one conspicuous and easily accessible place onthe site of the project . A local governmental unit may post this document at the place normally used to post public notices ifthere is no common site on the project. This document MUST remain posted during the entire time any worker is employed onthe project and MUST be physically incorporated into the specifications and all contracts and subcontracts. If you have anyquestions, please write to the Equal Rights Division, Labor Standards Bureau, P.O. Box 8928, Madison, Wisconsin 53708 or call(608) 266-6861.

The following statutory provisions apply to local governmental unit projects of public works and are set forth belowpursuant to the requirements of s. 66.0903(8), Stats.

s. 66.0903 (1) (f) & s. 103.49 (1) (c) "PREVAILING HOURS OF LABOR" for any trade or occupation in any area means 10hours per day and 40 hours per week and may not include any hours worked on a Saturday or Sunday or on any of the followingholidays:

1. January 1.2. The last Monday in May.3. July 4.4. The first Monday in September.5. The 4th Thursday in November.6. December 25.7. The day before if January 1, July 4 or December 25 falls on a Saturday.8. The day following if January 1, July 4 or December 25 falls on a Sunday.

s. 66.0903 (10) RECORDS; INSPECTION; ENFORCEMENT.(a) Each contractor, subcontractor, or contractor's or subcontractor's agent performing work on a project of public works that issubject to this section shall keep full and accurate records clearly indicating the name and trade or occupation of every personperforming the work described in sub. (4) and an accurate record of the number of hours worked by each of those persons andthe actual wages paid for the hours worked.

s. 66.0903 (11) LIABILITY AND PENALTIES.(a) 1. Any contractor, subcontractor, or contractor's or subcontractor's agent who fails to pay the prevailing wage rate determinedby the department under sub. (3) or who pays less than 1.5 times the hourly basic rate of pay for all hours worked in excess ofthe prevailing hours of labor is liable to any affected employee in the amount of his or her unpaid wages or his or her unpaidovertime compensation and in an additional amount as liquidated damages as provided under subd. 2., 3., whichever isapplicable.2. If the department determines upon inspection under sub. (10) (b) or (c) that a contractor, subcontractor, or contractor's orsubcontractor's agent has failed to pay the prevailing wage rate determined by the department under sub. (3) or has paid lessthan 1.5 times the hourly basic rate of pay for all hours worked in excess of the prevailing hours of labor, the department shallorder the contractor to pay to any affected employee the amount of his or her unpaid wages or his or her unpaid overtimecompensation and an additional amount equal to 100 percent of the amount of those unpaid wages or that unpaid overtimecompensation as liquidated damages within a period specified by the department in the order.3. In addition to or in lieu of recovering the liability specified in subd. 1. as provided in subd. 2., any employee for and in behalf ofthat employee and other employees similarly situated may commence an action to recover that liability in any court of competentjurisdiction. If the court finds that a contractor, subcontractor, or contractor's or subcontractor's agent has failed to pay theprevailing wage rate determined by the department under sub. (3) or has paid less than 1.5 times the hourly basic rate of pay forall hours worked in excess of the prevailing hours of labor, the court shall order the contractor, subcontractor, or agent to pay toany affected employee the amount of his or her unpaid wages or his or her unpaid overtime compensation and an additionalamount equal to 100 percent of the amount of those unpaid wages or that unpaid overtime compensation as liquidated damages.5. No employee may be a party plaintiff to an action under subd. 3. unless the employee consents in writing to become a partyand the consent is filed in the court in which the action is brought. Notwithstanding s. 814.04 (1), the court shall, in addition to anyjudgment awarded to the plaintiff, allow reasonable attorney fees and costs to be paid by the defendant.

Determination No. 201301640 Page 2 of 19

Page WR-3

Includes sheltered enclosures with walk-in access for the purpose of housing persons, employees, machinery,equipment or supplies and non-sheltered work such as canals, dams, dikes, reservoirs, storage tanks, etc. A shelteredenclosure need not be "habitable" in order to be considered a building. The installation of machinery and/or equipment,both above and below grade level, does not change a project's character as a building. On-site grading, utility work andlandscaping are included within this definition. Residential buildings of four (4) stories or less, agricultural buildings,parking lots and driveways are NOT included within this definition.

Fringe Benefits Must Be Paid On All Hours Worked

CODE TRADE OR OCCUPATION OF PAY BENEFITS TOTAL

Acoustic Ceiling Tile Installer

Boilermaker

Bricklayer, Blocklayer or StonemasonFuture Increase(s):

Add $ .80 on 6/1/2013Premium Increase(s):

DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year’s Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.

Cabinet Installer

Carpenter

Carpet Layer or Soft Floor Coverer

Cement Finisher

Drywall Taper or Finisher

ElectricianPremium Increase(s):


Elevator Constructor

Fence Erector

Fire Sprinkler Fitter

Glazier

Heat or Frost Insulator

Insulator (Batt or Blown)

Ironworker

Lather

Line Constructor (Electrical)

Determination No. 201301640

BUILDING OR HEAVY CONSTRUCTION

SKILLED TRADES

HOURLY HOURLYBASIC RATE FRINGE

$ $ $

101 30.16 15.31 45.47

102 31.09 24.52 55.61

103 32.01 17.35 49.36

104 30.16 15.31 45.47

105 30.16 15.31 45.47

106 30.16 15.31 45.47

107 31.48 13.19 44.67

108 25.10 14.78 39.88

109 32.94 18.80 51.74

110 44.94 23.84 68.78

111 22.50 3.98 26.48

112 36.07 18.60 54.67

113 37.13 12.32 49.45

114 33.93 23.26 57.19

115 27.47 19.16 46.63

116 30.90 19.11 50.01

117 30.16 15.31 45.47

118 37.05 16.94 53.99

Page 3 of 19

Page WR-4



Marble Finisher

Marble Mason

Metal Building Erector

Millwright

Overhead Door Installer

Painter

Pavement Marking Operator

Piledriver

Pipeline Fuser or Welder (Gas or Utility)

Plasterer

Plumber

Refrigeration Mechanic

Roofer or Waterproofer

Sheet Metal Worker

Steamfitter

Teledata Technician or InstallerPremium Increase(s):


Temperature Control Installer

Terrazzo FinisherFuture Increase(s):

Add $ .80 on 6/1/2013

Terrazzo Mechanic

Tile FinisherFuture Increase(s):

Add $ .80/hr on 6/1/2013.

Tile SetterFuture Increase(s):

Add $ .80/hr on 6/1/2013.

Tuckpointer, Caulker or CleanerFuture Increase(s):

Add $ .80 on 6/1/2013Premium Increase(s):




$ $ $

119 20.00 0.00 20.00

120 32.01 16.85 48.86

121 18.05 8.08 26.13

122 31.76 15.36 47.12

123 13.50 0.00 13.50

124 24.80 14.78 39.58

125 30.00 0.00 30.00

126 30.66 15.31 45.97

127 30.18 19.29 49.47

129 30.03 16.36 46.39

130 36.17 15.37 51.54

132 42.45 16.71 59.16

133 30.40 2.23 32.63

134 34.23 20.19 54.42

135 41.20 16.28 57.48

137 21.89 11.85 33.74

138 41.20 16.21 57.41

139 26.57 16.50 43.07

140 29.51 17.63 47.14

141 23.77 16.50 40.27

142 29.71 16.50 46.21

143 32.01 17.35 49.36

Page 4 of 19

Page WR-5



Underwater Diver (Except on Great Lakes)

Well Driller or Pump InstallerFuture Increase(s):

Add $.20/hr on 06/01/2013.

Siding Installer

Heavy Equipment Operator - ELECTRICAL LINE CONSTRUCTIONONLY

Light Equipment Operator -ELECTRICAL LINE CONSTRUCTION ONLY

Heavy Truck Driver - ELECTRICAL LINE CONSTRUCTION ONLY

Light Truck Driver - ELECTRICAL LINE CONSTRUCTION ONLY

Groundman - ELECTRICAL LINE CONSTRUCTION ONLY



Single Axle or Two Axle

Three or More Axle

Articulated, Euclid, Dumptor, Off Road Material HaulerFuture Increase(s):

Add $1/hr on 6/2/2013.

Pavement Marking Vehicle

Truck Mechanic



General LaborerFuture Increase(s):

Add $.75/hr. on 06/03/2013Premium Increase(s):

Add $1.00/hr for certified welder; Add $.25/hr for masontender

Asbestos Abatement Worker

Landscaper

Gas or Utility Pipeline Laborer (Other Than Sewer and Water)



$ $ $

144 34.16 15.31 49.47

146 25.32 15.45 40.77

147 37.20 17.01 54.21

150 28.24 15.10 43.34

151 29.64 14.64 44.28

152 25.94 13.57 39.51

153 24.08 12.96 37.04

154 24.00 11.57 35.57

TRUCK DRIVERS


$ $ $

201 31.89 17.98 49.87

203 18.00 11.45 29.45

204 32.39 18.46 50.85

205 20.85 11.02 31.87

207 18.00 11.45 29.45

LABORERS


$ $ $

301 24.19 13.90 38.09

302 18.00 0.00 18.00

303 15.00 3.90 18.90

310 20.94 12.65 33.59

Page 5 of 19

Page WR-6



Fiber Optic Laborer (Outside, Other Than Concrete Encased)Premium Increase(s):

DOT PREMIUMS: Pay two times the hourly basic rateon New Year's Day, Memorial Day, Independence Day,Labor Day, Thanksgiving Day & Christmas Day.

Railroad Track Laborer

Final Construction Clean-Up Worker



Air Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Asphalt Milling Machine; Boring Machine (Directional, Horizontal orVertical); Backhoe (Track Type) Having a Mfgr's Rated Capacity of130,000 Lbs. or Over; Backhoe (Track Type) Having a Mfgr's RatedCapacity of Under 130,000 Lbs., Backhoe (Mini, 15,000 Lbs. & Under);Bulldozer or Endloader (Over 40 hp); Compactor (Self-Propelled 85 FtTotal Drum Width & Over, or Tractor Mounted, Towed & Light Equipment);Concrete Batch Plant, Batch Hopper; Concrete Breaker (Large, Auto,Vibratory/Sonic, Manual or Remote); Crane, Shovel, Dragline, Clamshells;Forklift (Machinery Moving or Steel Erection, 25 Ft & Over); Gradall(Cruz-Aire Type); Grader or Motor Patrol; Master Mechanic; Mechanic orWelder; Robotic Tool Carrier (With or Without Attachments); Scraper (SelfPropelled or Tractor Drawn) 5 cu yds or More Capacity; Tractor or TruckMounted Hydraulic Backhoe; Tractor or Truck Mounted Hydraulic Crane(10 Tons or Under); Tractor (Scraper, Dozer, Pusher, Loader); Trencher(Wheel Type or Chain Type Having Over 8 Inch Bucket).

Future Increase(s):Add $1/hr on 6/2/2013.

Backfiller; Broom or Sweeper; Bulldozer or Endloader (Under 40 hp);Environmental Burner; Forestry Equipment, Timbco, Tree Shear, TubGrinder, Processor; Jeep Digger; Screed (Milling Machine); Skid Rig;Straddle Carrier or Travel Lift; Stump Chipper; Trencher (Wheel Type orChain Type Having 8 Inch Bucket & Under).


Air Compressor (&/or 400 CFM or Over); Augers (Vertical & Horizontal);Compactor (Self-Propelled 84 Ft Total Drum Width & Under, or TractorMounted, Towed & Light Equipment); Crusher, Screening or Wash Plant;Farm or Industrial Type Tractor; Forklift; Generator (&/or 150 KW or Over);Greaser; High Pressure Utility Locating Machine (Daylighting Machine);Mulcher; Oiler; Post Hole Digger or Driver; Pump (3 Inch or Over) or WellPoints; Refrigeration Plant or Freeze Machine; Rock, Stone Breaker; SkidSteer Loader (With or Without Attachments); Vibratory Hammer orExtractor, Power Pack.




$ $ $

311 18.31 12.67 30.98

314 23.41 6.91 30.32

315 24.69 12.90 37.59

HEAVY EQUIPMENT OPERATORS SITE PREPARATION, UTILITY OR LANDSCAPING WORK ONLY


$ $ $

501 32.39 18.46 50.85

502 32.39 18.46 50.85

503 30.32 18.46 48.78

Page 6 of 19

Page WR-7



Work Performed on the Great Lakes Including Diver; Wet Tender orHydraulic Dredge Engineer.

Work Performed on the Great Lakes Including Crane or BackhoeOperator; Assistant Hydraulic Dredge Engineer; Hydraulic DredgeLeverman or Diver's Tender; Mechanic or Welder; 70 Ton & Over TugOperator.

Future Increase(s):Add $2.19/hr on 01/01/2013; Add $2.00/hr on01/01/2014.

Premium Increase(s):Add $.50/hr for Friction Crane, Lattice Boom or CraneCertification (CCO).

Work Performed on the Great Lakes Including Deck Equipment Operatoror Machineryman (Maintains Cranes Over 50 Tons or Backhoes 115,000Lbs. or More); Tug, Launch or Loader, Dozer or Like Equipment WhenOperated on a Barge, Breakwater Wall, Slip, Dock or Scow, DeckMachinery.


Work Performed on the Great Lakes Including Deck Equipment Operator,Machineryman or Fireman (Operates 4 Units or More or Maintains Cranes50 Tons or Under or Backhoes 115,000 Lbs. or Under); Deck Hand, DeckEngineer or Assistant Tug Operator; Off Road Trucks - Great LakesONLY.




Boring Machine (Directional); Crane, Tower Crane, Pedestal Tower orDerrick, With or Without Attachments, With a Lifting Capacity of Over 100Tons, Self-Erecting Tower Crane With a Lifting Capacity of Over 4,000Lbs., Crane With Boom Dollies; Crane, Tower Crane, Pedestal Tower orDerrick, With Boom, Leads &/or Jib Lengths Measuring 176 Ft or Over;Master Mechanic.


Premium Increase(s):Add $.50/hr for >200 Ton / Add $1/hr at 300 Ton / Add$1.50 at 400 Ton / Add $2/hr at 500 Ton & Over.



$ $ $

504 37.45 19.45 56.90

505 38.80 20.17 58.97

506 34.50 20.04 54.54

507 28.70 19.86 48.56

HEAVY EQUIPMENT OPERATORS EXCLUDING SITE PREPARATION, UTILITY, PAVING LANDSCAPING WORK


$ $ $

508 35.12 18.46 53.58

Page 7 of 19

Page WR-8



Backhoe (Track Type) Having a Mfgr's Rated Capacity of 130,000 Lbs. orOver; Boring Machine (Horizontal or Vertical); Caisson Rig; Crane, TowerCrane, Portable Tower, Pedestal Tower or Derrick, With or WithoutAttachments, With a Lifting Capacity of 100 Tons or Under, Self-ErectingTower Crane With A Lifting Capacity Of 4,000 Lbs. & Under; Crane, TowerCrane, Portable Tower, Pedestal Tower or Derrick, With Boom, Leads&/or Jib Lengths Measuring 175 Ft or Under; Pile Driver; Versi Lifts,Tri-Lifts & Gantrys (20,000 Lbs. & Over).


Premium Increase(s):Add $.25/hr for all >45 Ton lifting capacity cranes.

Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of Under 130,000Lbs., Backhoe (Mini, 15,000 Lbs. & Under); Concrete Bump Cutter,Grinder, Planing or Grooving Machine; Concrete Laser/Screed; ConcretePaver (Slipform); Concrete Pump (Over 46 Meter), Concrete Conveyor(Rotec or Bidwell Type); Concrete Slipform Placer Curb & Gutter Machine;Concrete Spreader & Distributor; Dredge (NOT Performing Work on theGreat Lakes); Forklift (Machinery Moving or Steel Erection, 25 Ft & Over);Gradall (Cruz-Aire Type); Hydro-Blaster (10,000 PSI or Over); MillingMachine; Skid Rig; Traveling Crane (Bridge Type).

Air, Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Bulldozer or Endloader (Over 40 hp); Compactor (Self-Propelled 85 FtTotal Drum Width & Over, or Tractor Mounted, Towed & Light Equipment);Concrete Pump (46 Meter & Under), Concrete Conveyor (Rotec or BidwellType); Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane (10Tons or Under); Environmental Burner; Gantrys (Under 20,000 Lbs.);Grader or Motor Patrol; High Pressure Utility Locating Machine(Daylighting Machine); Manhoist; Material or Stack Hoist; Mechanic orWelder; Railroad Track Rail Leveling Machine, Tie Placer, Extractor,Tamper, Stone Leveler or Rehabilitation Equipment; Roller (Over 5 Ton);Scraper (Self Propelled or Tractor Drawn) 5 cu yd or More Capacity;Screed (Milling Machine); Sideboom; Straddle Carrier or Travel Lift; Tiningor Curing Machine; Tractor (Scraper, Dozer, Pusher, Loader); Tractor orTruck Mounted Hydraulic Backhoe; Tractor or Truck Mounted HydraulicCrane (10 Tons or Under); Trencher (Wheel Type or Chain Type HavingOver 8-Inch Bucket).


Backfiller; Broom or Sweeper; Bulldozer or Endloader (Under 40 hp);Compactor (Self-Propelled 84 Ft Total Drum Width & Under, or TractorMounted, Towed & Light Equipment); Concrete Batch Plant, BatchHopper; Concrete Breaker (Large, Auto, Vibratory/Sonic, Manual orRemote); Concrete Conveyor System; Concrete Finishing Machine (RoadType); Fireman (Pile Driver & Derrick NOT Performing Work on the GreatLakes); Grout Pump; Hoist (Tugger, Automatic); Industrial Locomotives;Jeep Digger; Lift Slab Machine; Mulcher; Roller (Rubber Tire, 5 Ton orUnder); Screw or Gypsum Pumps; Stabilizing or Concrete Mixer(Self-Propelled or 14S or Over); Stump Chipper; Trencher (Wheel Type orChain Type Having 8-Inch Bucket & Under); Winches & A-Frames.




$ $ $

509 34.12 18.46 52.58

510 32.42 17.97 50.39

511 32.39 18.46 50.85

512 30.32 18.46 48.78

Page 8 of 19

Page WR-9



Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Augers (Vertical & Horizontal); Boatmen (NOT Performing Workon the Great Lakes); Boiler (Temporary Heat); Crusher, Screening orWash Plant; Elevator; Farm or Industrial Type Tractor; Fireman (AsphaltPlant NOT Performing Work on the Great Lakes); Forklift; Generator (&/or150 KW or Over); Greaser; Heaters (Mechanical); Loading Machine(Conveyor); Oiler; Post Hole Digger or Driver; Prestress Machine; Pump(3 Inch or Over) or Well Points; Refrigeration Plant or Freeze Machine;Robotic Tool Carrier (With or Without Attachments); Rock, Stone Breaker;Skid Steer Loader (With or Without Attachments); Vibratory Hammer orExtractor, Power Pack.


Gas or Utility Pipeline, Except Sewer & Water (Primary Equipment).Future Increase(s):

Add $2/hr on 1/1/2013.

Gas or Utility Pipeline, Except Sewer & Water (Secondary Equipment).Future Increase(s):

Add $1.60/hr on 06/01/2013; Add $1.60/hr on06/01/2014; Add $1.65/hr on 06/01/2015.

Fiber Optic Cable EquipmentFuture Increase(s):

Add $1.75/hr on 02/01/2013; Add $1.75/hr on02/01/2014



$ $ $

513 29.69 18.46 48.15

514 34.89 20.59 55.48

515 31.32 17.95 49.27

516 26.69 16.65 43.34

Page 9 of 19

Page WR-10

Includes those projects that primarily involve public sewer or water distribution, transmission or collection systems andrelated tunnel work (excluding buildings).



Bricklayer, Blocklayer or StonemasonFuture Increase(s):

Add $1.45/hr on 6/01/2013Premium Increase(s):


CarpenterFuture Increase(s):

Add $.75/hr on 6/3/2013. Add $1.25/hr on 6/2/2014.Premium Increase(s):

DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year's Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.

Cement FinisherFuture Increase(s):

Add $1.87 on 6/1/13; Add $1.87 on 6/1/14; Add $1.87on 6/1/15; Add $1.75 on 6/1/16.

Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.40/hr when the WisconsinDepartment of Transportation or responsible governingagency requires that work be performed at night underartificial illumination with traffic control and the work iscompleted after sunset and before sunrise.

ElectricianFuture Increase(s):

Add $1.60/hr on 6/1/2013.Premium Increase(s):


Fence Erector

Ironworker



Piledriver

Plumber


SEWER, WATER OR TUNNEL CONSTRUCTION

SKILLED TRADES


$ $ $

103 35.80 16.87 52.67

105 32.93 19.81 52.74

107 32.09 16.13 48.22

109 32.20 21.71 53.91

111 22.50 3.98 26.48

116 30.90 19.11 50.01

118 37.05 16.94 53.99

125 28.10 15.00 43.10

126 30.66 15.31 45.97

130 36.97 17.66 54.63

Page 10 of 19

Page WR-11



Steamfitter

Teledata Technician or Installer

Tuckpointer, Caulker or Cleaner


Well Driller or Pump Installer


Light Equipment Operator -ELECTRICAL LINE CONSTRUCTION ONLY







Three or More Axle

Articulated, Euclid, Dumptor, Off Road Material Hauler


Truck Mechanic



General LaborerFuture Increase(s):

Add $.80/hr. on 06/03/2013Premium Increase(s):

Add $.20 for blaster, bracer, manhole builder, caulker,bottomman and power tool; Add $.55 for pipelayer; Add$1.00 for tunnel work 0-15 lbs. compressed air; Add$2.00 for over 15-30 lbs. compressed air; Add $3.00 forover 30 lbs. compressed air.

Landscaper



$ $ $

135 41.20 16.28 57.48

137 21.26 11.75 33.01

143 32.01 16.85 48.86

144 37.45 19.45 56.90

146 21.00 2.23 23.23

150 28.24 15.10 43.34

151 29.64 14.64 44.28

152 25.94 13.57 39.51

153 24.08 12.96 37.04

154 21.75 11.90 33.65

TRUCK DRIVERS


$ $ $

201 25.87 13.00 38.87

203 17.54 13.85 31.39

204 31.89 17.98 49.87

205 20.85 11.02 31.87

207 17.00 0.00 17.00

LABORERS


$ $ $

301 25.53 13.89 39.42

303 26.92 12.51 39.43

Page 11 of 19

Page WR-12



Flagperson or Traffic Control Person

Fiber Optic Laborer (Outside, Other Than Concrete Encased)




Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of 130,000 Lbs. orOver; Caisson Rig; Crane, Tower Crane, Pedestal Tower or Derrick, WithBoom, Leads &/or Jib Lengths Measuring 176 Ft or Over; Crane, TowerCrane, Pedestal Tower or Derrick, With or Without Attachments, With aLifting Capacity of Over 100 Tons, Self-Erecting Tower Crane With aLifting Capacity Of Over 4,000 Lbs., Crane With Boom Dollies; MasterMechanic; Pile Driver.


Premium Increase(s):Add $.50/hr for >200 Ton / Add $1/hr at 300 Ton / Add$1.50 at 400 Ton / Add $2/hr at 500 Ton & Over.

Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of Under 130,000Lbs., Backhoe (Mini, 15,000 Lbs. & Under); Boring Machine (Directional);Concrete Bump Cutter, Grinder, Planing or Grooving Machine; ConcreteLaser/Screed; Concrete Paver (Slipform); Concrete Pump (Over 46Meter), Concrete Conveyor (Rotec or Bidwell Type); Concrete Spreader &Distributor; Crane, Tower Crane, Portable Tower, Pedestal Tower orDerrick, With Boom, Leads &/or Jib Lengths Measuring 175 Ft or Under;Crane, Tower Crane, Portable Tower, Pedestal Tower or Derrick, With orWithout Attachments, With a Lifting Capacity of 100 Tons or Under,Self-Erecting Tower Crane With a Lifting Capacity of 4,000 Lbs. & Under;Dredge (NOT Performing Work on the Great Lakes); Milling Machine; SkidRig; Telehandler; Traveling Crane (Bridge Type).


Air Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Boring Machine (Horizontal or Vertical); Bulldozer or Endloader (Over 40hp); Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane (10 Tonsor Under); Concrete Pump (46 Meter & Under), Concrete Conveyor (Rotecor Bidwell Type); Concrete Slipform Placer Curb & Gutter Machine;Gradall (Cruz-Aire Type); Grader or Motor Patrol; Hydro-Blaster (10,000PSI or Over); Manhoist; Material or Stack Hoist; Mechanic or Welder;Roller (Over 5 Ton); Scraper (Self Propelled or Tractor Drawn) 5 cu yd orMore Capacity; Screed (Milling Machine); Sideboom; Straddle Carrier orTravel Lift; Tractor (Scraper, Dozer, Pusher, Loader); Tractor or TruckMounted Hydraulic Backhoe; Tractor or Truck Mounted Hydraulic Crane(10 Tons or Under); Trencher (Wheel Type or Chain Type Having Over8-Inch Bucket).




$ $ $

304 17.33 15.53 32.86

311 17.81 12.22 30.03

314 23.41 6.91 30.32

HEAVY EQUIPMENT OPERATORS SEWER, WATER OR TUNNEL WORK


$ $ $

521 35.12 18.46 53.58

522 32.92 18.46 51.38

523 32.39 18.46 50.85

Page 12 of 19

Page WR-13



Backfiller; Broom or Sweeper; Bulldozer or Endloader (Under 40 hp);Compactor (Self-Propelled 85 Ft Total Drum Width & Over, or TractorMounted, Towed & Light Equipment); Concrete Batch Plant, BatchHopper; Concrete Breaker (Large, Auto, Vibratory/Sonic, Manual orRemote); Concrete Conveyor System; Concrete Finishing Machine (RoadType); Environmental Burner; Fireman (Pile Driver & Derrick NOTPerforming Work on the Great Lakes); Forestry Equipment, Timbco, TreeShear, Tub Grinder, Processor; Hoist (Tugger, Automatic); Grout Pump;Jeep Digger; Lift Slab Machine; Mulcher; Power Subgrader; Pump (3 Inchor Over) or Well Points; Robotic Tool Carrier (With or WithoutAttachments); Roller (Rubber Tire, 5 Ton or Under); Screw or GypsumPumps; Stabilizing or Concrete Mixer (Self-Propelled or 14S or Over);Stump Chipper; Tining or Curing Machine; Trencher (Wheel Type or ChainType Having 8-Inch Bucket & Under); Winches & A-Frames.

Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Augers (Vertical & Horizontal); Compactor (Self-Propelled 84 FtTotal Drum Width & Under, or Tractor Mounted, Towed & LightEquipment); Crusher, Screening or Wash Plant; Farm or Industrial TypeTractor; Fireman (Asphalt Plant NOT Performing Work on the GreatLakes); Generator (&/or 150 KW or Over); Heaters (Mechanical); HighPressure Utility Locating Machine (Daylighting Machine); Loading Machine(Conveyor); Post Hole Digger or Driver; Refrigeration Plant or FreezeMachine; Rock, Stone Breaker; Skid Steer Loader (With or WithoutAttachments); Vibratory Hammer or Extractor, Power Pack.


Boiler (Temporary Heat); Forklift; Greaser; Oiler.


Work Performed on the Great Lakes Including 70 Ton & Over TugOperator; Assistant Hydraulic Dredge Engineer; Crane or BackhoeOperator; Hydraulic Dredge Leverman or Diver's Tender; Mechanic orWelder.

Work Performed on the Great Lakes Including Deck Equipment Operatoror Machineryman (Maintains Cranes Over 50 Tons or Backhoes 115,000Lbs. or More); Tug, Launch or Loader, Dozer or Like Equipment WhenOperated on a Barge, Breakwater Wall, Slip, Dock or Scow, DeckMachinery.

Work Performed on the Great Lakes Including Deck Equipment Operator;Machineryman or Fireman (Operates 4 Units or More or Maintains Cranes50 Tons or Under or Backhoes 115,000 Lbs. or Under), Deck Hand, DeckEngineer or Assistant Tug Operator; Off Road Trucks - Great LakesONLY.



$ $ $

524 31.89 18.11 50.00

525 29.69 18.46 48.15

526 30.44 19.10 49.54

527 37.45 19.45 56.90

528 37.45 19.45 56.90

529 27.75 19.15 46.90

530 27.75 19.15 46.90

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Includes roads, streets, alleys, trails, bridges, paths, racetracks, parking lots and driveways (except residential oragricultural), public sidewalks or other similar projects (excluding projects awarded by the Wisconsin Department ofTransportation).



Bricklayer, Blocklayer or Stonemason

Carpenter

Cement Finisher

ElectricianPremium Increase(s):


Fence Erector

Ironworker


Painter


Piledriver

Roofer or Waterproofer

Teledata Technician or Installer

Tuckpointer, Caulker or Cleaner



Light Equipment Operator -ELECTRICAL LINE CONSTRUCTION ONLYPremium Increase(s):






LOCAL STREET OR MISCELLANEOUS PAVING CONSTRUCTION

SKILLED TRADES


$ $ $

103 33.00 15.00 48.00

105 30.16 15.31 45.47

107 31.48 15.68 47.16

109 32.94 18.80 51.74

111 22.50 3.98 26.48

116 30.90 19.11 50.01

118 37.05 16.94 53.99

124 24.80 14.78 39.58

125 28.10 15.00 43.10

126 30.66 15.31 45.97

133 30.40 2.23 32.63

137 21.26 11.75 33.01

143 32.01 16.85 48.86

144 37.45 19.45 56.90

150 29.64 14.55 44.19

151 30.60 14.64 45.24

152 25.94 13.57 39.51

153 24.08 12.96 37.04

154 21.75 11.90 33.65

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Page WR-15




Three or More Axle

Articulated, Euclid, Dumptor, Off Road Material HaulerFuture Increase(s):

Add $1/hr on 6/2/2013.


Shadow or Pilot Vehicle

Truck Mechanic



General Laborer

Landscaper

Flagperson or Traffic Control Person

Fiber Optic Laborer (Outside, Other Than Concrete Encased)



TRUCK DRIVERS


$ $ $

201 25.87 13.00 38.87

203 17.00 0.00 17.00

204 32.39 18.46 50.85

205 20.85 11.02 31.87

206 25.87 13.00 38.87

207 17.00 0.00 17.00

LABORERS


$ $ $

301 27.20 13.37 40.57

303 18.25 1.11 19.36

304 17.33 15.53 32.86

311 17.81 12.22 30.03

314 23.41 6.91 30.32

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Crane, Tower Crane, Pedestal Tower or Derrick, With or WithoutAttachments, With a Lifting Capacity of Over 100 Tons, Self-ErectingTower Crane With a Lifting Capacity Of Over 4,000 Lbs., Crane WithBoom Dollies; Crane, Tower Crane, Pedestal Tower or Derrick, WithBoom, Leads &/or Jib Lengths Measuring 176 Ft or Over; MasterMechanic.

Future Increase(s):Add $2/hr on 6/1/13; Add $1.75/hr on 6/1/14.

Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.25/hr night work premium.See DOT's website for details about the applicability ofthis night work premium at: http://roadwaystandards.dot.wi.gov/hcci/labor-wages-eeo/index.shtm.

Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of 130,000 Lbs. orOver; Caisson Rig; Crane, Tower Crane, Portable Tower, Pedestal Toweror Derrick, With or Without Attachments, With a Lifting Capacity of 100Tons or Under, Self-Erecting Tower Crane With a Lifting Capacity of 4,000Lbs. & Under; Crane, Tower Crane Portable Tower, Pedestal Tower orDerrick, With Boom, Leads &/or Jib Lengths Measuring 175 Ft or Under;Dredge (NOT Performing Work on the Great Lakes); Licensed Boat Pilot(NOT Performing Work on the Great Lakes); Pile Driver.




HEAVY EQUIPMENT OPERATORS CONCRETE PAVEMENT OR BRIDGE WORK


$ $ $

541 35.22 19.90 55.12

542 34.72 19.90 54.62

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Air Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Automatic Subgrader (Concrete); Backhoe (Track Type) Having a Mfgr.'sRated Capacity of Under 130,000 Lbs., Backhoe (Mini, 15,000 Lbs. &Under); Boring Machine (Directional, Horizontal or Vertical); Bridge(Bidwell) Paver; Bulldozer or Endloader; Concrete Batch Plant, BatchHopper; Concrete Breaker (Large, Auto, Vibratory/Sonic, Manual orRemote); Concrete Bump Cutter, Grinder, Planing or Grooving Machine;Concrete Conveyor System; Concrete Laser/Screed; Concrete Paver(Slipform); Concrete Pump, Concrete Conveyor (Rotec or Bidwell Type);Concrete Slipform Placer Curb & Gutter Machine; Concrete Spreader &Distributor; Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane(10 Tons or Under); Crane With a Lifting Capacity of 25 Tons or Under;Forestry Equipment, Timbco, Tree Shear, Tub Grinder, Processor; Gradall(Cruz-Aire Type); Grader or Motor Patrol; Grout Pump; Hydro-Blaster(10,000 PSI or Over); Loading Machine (Conveyor); Manhoist; Material orStack Hoist; Mechanic or Welder; Milling Machine; Post Hole Digger orDriver; Scraper (Self Propelled or Tractor Drawn) 5 cu yds or MoreCapacity; Shoulder Widener; Sideboom; Skid Rig; Stabilizing or ConcreteMixer (Self-Propelled or 14S or Over); Straddle Carrier or Travel Lift;Tractor (Scraper, Dozer, Pusher, Loader); Tractor or Truck MountedHydraulic Backhoe; Trencher (Wheel Type or Chain Type); Tube Finisher;Tugger (NOT Performing Work on the Great Lakes); Winches &A-Frames.



Backfiller; Belting, Burlap, Texturing Machine; Broom or Sweeper;Compactor (Self-Propelled or Tractor Mounted, Towed & LightEquipment); Concrete Finishing Machine (Road Type); EnvironmentalBurner; Farm or Industrial Type Tractor; Fireman (Pile Driver & DerrickNOT Performing Work on the Great Lakes); Forklift; Greaser; Jeep Digger;Joint Sawer (Multiple Blade); Launch (NOT Performing Work on the GreatLakes); Lift Slab Machine; Mechanical Float; Mulcher; Power Subgrader;Robotic Tool Carrier (WIth or Without Attachments); Self Propelled ChipSpreader; Shouldering Machine; Skid Steer Loader (With or WithoutAttachments); Telehandler; Tining or Curing Machine.





$ $ $

543 34.22 19.90 54.12

544 33.96 19.90 53.86

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Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Automatic Belt Conveyor & Surge Bin; Boiler (Temporary Heat);Concrete Proportioning Plant; Crusher, Screening or Wash Plant;Generator (&/or 150 KW or Over); Heaters (Mechanical); High PressureUtility Locating Machine (Daylighting Machine); Mudjack; Oiler; PrestressMachine; Pug Mill; Pump (3 Inch or Over) or Well Points; Rock, StoneBreaker; Screed (Milling Machine); Stump Chipper; Tank Car Heaters;Vibratory Hammer or Extractor, Power Pack.

Fiber Optic Cable Equipment.


Work Performed on the Great Lakes Including 70 Ton & Over TugOperator; Assistant Hydraulic Dredge Engineer; Crane or BackhoeOperator; Hydraulic Dredge Leverman or Diver's Tender; Mechanic orWelder.

Work Performed on the Great Lakes Including Deck Equipment Operatoror Machineryman (Maintains Cranes Over 50 Tons or Backhoes 115,000Lbs. or more); Tug, Launch or Loader, Dozer or Like Equipment WhenOperated on a Barge, Breakwater Wall, Slip, Dock or Scow, DeckMachinery.

Work Performed on the Great Lakes Including Deck Equipment Operator;Machineryman or Fireman (Operates 4 Units or More or Maintains Cranes50 Tons or Under or Backhoes 115,000 Lbs. or Under); Deck Hand, DeckEngineer or Assistant Tug Operator; Off Road Trucks - Great LakesONLY.



Crane, Tower Crane, Pedestal Tower or Derrick, With or WithoutAttachments, With a Lifting Capacity of Over 100 Tons, Self ErectingTower Crane With a Lifting Capacity of Over 4,000 Lbs., Crane With BoomDollies; Crane, Tower Crane, Pedestal Tower or Derrick, With Boom,Leads and/or Jib Lengths Measuring 176 Ft or Over; Master Mechanic.

Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of 130,000 Lbs. orOver; Caisson Rig; Crane, Tower Crane, Portable Tower, Pedestal Toweror Derrick, With or Without Attachments, With a Lifting Capacity of 100Tons or Under, Self-Erecting Tower Crane With a Lifting Capacity Of4,000 Lbs. & Under; Crane, Tower Crane, Portable Tower, PedestalTower or Derrick, With Boom, Leads &/or Jib Lengths Measuring 175 Ft orUnder; Dredge (NOT Performing Work on the Great Lakes); LicensedBoat Pilot (NOT Performing Work on the Great Lakes); Pile Driver.




$ $ $

545 29.82 17.98 47.80

546 25.74 15.85 41.59

547 37.45 19.45 56.90

548 37.45 19.45 56.90

549 27.75 19.15 46.90

550 27.75 19.15 46.90

HEAVY EQUIPMENT OPERATORS ASPHALT PAVEMENT OR OTHER WORK


$ $ $

551 34.62 17.98 52.60

552 32.92 18.46 51.38

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Page WR-19



Air, Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Asphalt Heater, Planer & Scarifier; Asphalt Milling Machine; AsphaltScreed; Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of Under130,000 Lbs., Backhoe (Mini, 15,000 Lbs. & Under); Bituminous (Asphalt)Plant & Paver, Screed; Boring Machine (Directional, Horizontal orVertical); Bulldozer or Endloader; Concrete Breaker (Large, Auto,Vibratory/Sonic, Manual or Remote); Concrete Conveyor System;Concrete Laser/Screed; Concrete Slipform Placer Curb & Gutter Machine;Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane (10 Tons orUnder); Crane With a Lifting Capacity of 25 Tons or Under; ForestryEquipment, Timbco, Tree Shear, Tub Grinder, Processor; Gradall(Cruz-Aire Type); Grader or Motor Patrol; Hydro-Blaster (10,000 PSI orOver); Loading Machine (Conveyor); Manhoist; Material or Stack Hoist;Mechanic or Welder; Milling Machine; Post Hole Digger or Driver; RailroadTrack Rail Leveling Machine, Tie Placer, Extractor, Tamper, Stone Leveleror Rehabilitation Equipment; Roller (Over 5 Ton); Scraper (Self Propelledor Tractor Drawn) 5 cu yds or More Capacity; Shoulder Widener;Sideboom; Skid Rig; Stabilizing or Concrete Mixer (Self-Propelled or 14Sor Over); Tractor (Scraper, Dozer, Pusher, Loader); Tractor or TruckMounted Hydraulic Backhoe; Trencher (Wheel Type or Chain Type); TubeFinisher; Tugger (NOT Performing Work on the Great Lakes); Winches &A-Frames.


Backfiller; Broom or Sweeper; Compactor (Self-Propelled or TractorMounted, Towed & Light Equipment); Concrete Finishing Machine (RoadType); Environmental Burner; Farm or Industrial Type Tractor; Fireman(Asphalt Plant, Pile Driver & Derrick NOT Performing Work on the GreatLakes); Forklift; Greaser; Hoist (Tugger, Automatic); Jeep Digger; JointSawer (Multiple Blade); Launch (NOT Performing Work on the GreatLakes); Lift Slab Machine; Mechanical Float; Mulcher; Power Subgrader;Robotic Tool Carrier (With or Without Attachments); Roller (Rubber Tire, 5Ton or Under); Self-Propelled Chip Spreader; Shouldering Machine; SkidSteer Loader (With or Without Attachments); Telehandler.


Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Augers (Vertical & Horizontal); Automatic Belt Conveyor & SurgeBin; Boiler (Temporary Heat); Crusher, Screening or Wash Plant;Generator (&/or 150 KW or Over); Heaters (Mechanical); High PressureUtility Locating Machine (Daylighting Machine); Mudjack; Oiler; PrestressMachine; Pug Mill; Pump (3 Inch or Over) or Well Points; Rock, StoneBreaker; Screed (Milling Machine); Stump Chipper; Tank Car Heaters;Vibratory Hammer or Extractor, Power Pack.


Fiber Optic Cable Equipment.



$ $ $

553 32.39 18.46 50.85

554 33.67 19.55 53.22

555 33.67 19.55 53.22

556 25.74 15.85 41.59

*************************************************************** END OF RATES ***************************************************************

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Typewritten Text

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GENERAL CONDITIONS

INDEX TO GENERAL CONDITIONS

SECTION PAGE

PART 1: DEFINITIONS ................................................................................................................ GC-1

PART 2: INSURANCE, BONDS, AND LEGAL MATTERS ...................................................... GC-3

201. Contractor's Insurance. ................................................................................................. GC-3 202. Owner's Insurance ....................................................................................................... .GC-5 203. Performance and Payment Bonds ................................................................................ GC-5 204. Compliance with Laws ................................................................................................ GC-5 205. Royalties and Patents ................................................................................................... GC-5 206. Indemnification ............................................................................................................ GC-5

PART 3: SCOPE OF THE WORK ................................................................................................ GC-6

301. Intent of the Contract Documents ................................................................................ GC-6 302. Safety, Health, and Sanitation ...................................................................................... GC-6 303. Protection of the Work ................................................................................................. GC-7 304. Permits, Licenses, and Notifications ............................................................................ GC-7 305. Use of the Job Site ....................................................................................................... GC-7 306. Other Contracts ............................................................................................................ GC-7 307. Cutting and Patching .................................................................................................... GC-8 308. Cleaning Up ................................................................................................................. GC-8 309. Changes in the Work ................................................................................................... GC-8 310. Contractor's Guarantee ............................................................................................... GC-12 311. Partial Owner Occupancy .......................................................................................... GC-12

PART 4: CONTROL OF THE WORK ........................................................................................ GC-13

401. Notice to Proceed ....................................................................................................... GC-13 402. Pre-Construction Submittals ...................................................................................... GC-13 403. Superintendence ......................................................................................................... GC-13 404. Engineer's Status ........................................................................................................ GC-13 405. Plans, Drawings, and Specifications .......................................................................... GC-14 406. Shop Drawings ........................................................................................................... GC-15 407. Materials and Workmanship ...................................................................................... GC-15 408. "Or Equal" Clause ...................................................................................................... GC-16 409. Owner's Right to Do Work ........................................................................................ GC-16

PART 5: PROSECUTION, PROGRESS, AND PAYMENT....................................................... GC-17

501. Partial Payments ........................................................................................................ GC-17 502. Final Inspection, Final Acceptance of the Work, and Final Payment ........................ GC-17 503. Owner's Right to Withhold Certain Amounts ............................................................ GC-18 504. Deduction for Uncorrected Work ............................................................................. GC-18 505. Time of Completion and Liquidated Damages .......................................................... GC-19 506. Delays and Extensions of Time ................................................................................. GC-19 507. Subcontracting ........................................................................................................... GC-20 508. Assignment of Contract ............................................................................................. GC-20 509. Violation of Contract Provisions................................................................................ GC-20 510. Termination for Breach .............................................................................................. GC-21

GC- 1 Updated June, 2013

GENERAL CONDITIONS

PART 1: DEFINITIONS The following terms as used in these Contract Documents are respectively defined as follows: Change Order-- A written order, authorization, or agreement executed by the

Contractor and the Owner covering revisions in our amendments to the Contract Documents or conditions specifically prescribed in the Contract Documents as requiring change orders.

Commission-- The Commission of the Madison Metropolitan Sewerage District. Contract Documents- The Contract Documents consist of the Agreement or Contract

together with all component parts specifically mentioned therein (such as Advertisement, Instructions to Bidders, Contractor's Proposal, Performance Bond, Payment Bond, General Conditions, Special Conditions, Specifications, Addenda, Plans, or Drawings) and all change orders duly executed.

Contractor-- The person, firm, or corporation to whom the within Contract is

awarded by the Owner and who is subject to the terms thereof. District-- Madison Metropolitan Sewerage District 1610 Moorland Road Madison, WI 53713 Engineer-- The Chief Engineer and Director of the Madison Metropolitan Sewerage District, including his authorized representatives. Notice-- Wherever the Contract Documents refer to the giving of any notice

to the Owner, Contractor, or Surety, such notice shall be deemed to have been given when written notice has been delivered to, or placed in the United States mails addressed to, the authorized representative of the respective Owner, Contractor, or Surety at his permanent place of business or, in the case of notice to the Contractor, at the site of the project.


Order-- Wherever under the provisions of the Contract an order to the Contractor from the Engineer or Owner is required, such order shall be understood to mean a written order addressed to the Contractor and signed by the Engineer or a duly authorized representative of the Owner. Owner-- Madison Metropolitan Sewerage District 1610 Moorland Road Madison, WI 53713 Subcontractor-- Any person, firm, or corporation to whom the Contractor sublets any part of the Work. Substantial Completion-- That point in the execution of the work when, in the opinion of the Engineer, the work is sufficiently complete such that it can be placed into service by the Owner and used for the purposes for which the work is intended. Surety-- Any person, firm, or corporation that has executed, as Surety, the Contractor's Performance or Payment Bonds securing the within Contract. The Work-- Wherever the words "the Work" are used herein, they shall be interpreted to mean the Work, including all materials, labor, tools, equipment, appurtenances, and all other items necessary to perform and complete everything specified or implied in the Contract Documents, in full compliance with all the terms and conditions thereof.


PART 2: INSURANCE, BONDS, AND LEGAL MATTERS 201. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this Contract, and shall not allow

any of his subcontractors to commence work, until he has obtained all the insurance required hereunder and such insurance certification has been reviewed by the Owner. Review of the insurance certification by the Owner shall not relieve or decrease the liability of the Contractor hereunder. The insurance certification shall name as Additional Insureds the Madison Metropolitan Sewerage District and its consulting engineers, if any.

The Contractor shall obtain, pay for, and maintain during the life of this Contract

such Worker's Compensation and Employer's Liability, Comprehensive General Liability, Business Automobile Liability, and Umbrella Liability Insurance to protect the Contractor performing work covered by this Contract from claims for damages for bodily injury, including accidental death, as well as for claims for property damage which may arise from operations under this Contract whether such operations be by himself or any Subcontractor, or by anyone directly or indirectly employed by either of them, on the forms, and with limits not less than set forth below:

a) General Liability

Comprehensive general liability coverage shall include, but not be limited to, Products and Completed Operations, Independent Contractors, Contractual Liability, Broad Form Property Damage, Personal Injury, Premises and Operations, and Explosion, Collapse and Underground.

General aggregate limit shall be at least $2,000,000. Policy shall be

endorsed such that this full limit is reserved specifically for the named Madison Metropolitan Sewerage District project.

Products-Completed Operations Aggregate limit shall be at least

$2,000,000. Each Occurrence limit shall be at least $1,000,000.

b) Automobile Liability

Auto liability policy shall cover all autos, whether owned, non-owned, or hired.


Bodily injury and property damage limits shall be at least $1,000,000 each, or

Combined single limit shall be at least $1,000,000.

c) Excess Liability Umbrella Form

For contract amounts under $2,000,000, Umbrella limits shall be at least $2,000,000 aggregate/$2,000,000 each occurrence.

For contract amounts of $2,000,000 or more, Umbrella limits shall be

at least equal to the contract amount. d) Worker’s Compensation and Employer’s Liability

Worker’s Compensation limits shall be in accordance with all applicable state and federal statutes.

Employer’s Liability limits shall be at least $100,000 each accident,

$500,000 disease policy limit, and $100,000 disease-each employee.

e) Builder’s Risk Insurance

All Risk builder’s risk insurance shall be provided by the Contractor and shall cover, but not be limited to, fire, lightning, windstorm, hail, explosion, riot, riot attending a strike, civil commotion, smoke damage, damage by aircraft or vehicles, vandalism and malicious mischief, theft, collapse, flood, and earthquake. This insurance shall name the Owner and the prime contractors as insureds and shall include coverage, but not by way of limitation, for all damage or loss to the work and to appurtenances, to materials and equipment to be used on the project while same are in transit or stored on or off the project site, and to construction plant and temporary structures. The policy shall provide the Owner the right to occupy the premises without termination of the policy until the final acceptance of the project. Copies of this policy shall be submitted to the Owner. For construction projects that are organized as a single prime contract between the Owner and one Contractor, the amount of the builder’s risk insurance shall be equal to the total contract price. For construction projects that include multiple prime contracts between the Owner and Contractors, the builder’s risk insurance for the entire project shall be provided by the General Contractor, and the amount of the builder’s risk insurance shall be at least equal to the sum of the multiple prime contracts.


202. OWNER'S INSURANCE The Owner, at his option, may maintain such insurance as will protect him from

liability for injuries to persons or damage to property which may arise from operations under this Contract.

203. PERFORMANCE AND PAYMENT BONDS The Contractor shall furnish a Performance Bond and a Payment Bond each in an

amount at least equal to 100% of the Contract price, as security for the faithful performance of this Contract and for the payment of all persons performing labor and furnishing materials in connection with this Contract, including without limitations because of specific enumeration therein all of the items mentioned in Section 779.14 (1) Wisconsin Statutes. The Performance Bond and the Payment Bond shall each run for the life of the Contract including any guarantee or warranty periods.

204. COMPLIANCE WITH LAWS The Contractor shall at all times comply with all laws, ordinances, rules, and

regulations bearing on the Work. The Contractor shall indemnify, defend, and save harmless the District and all of its officers and employees against any claim or liability arising from or based on the violation of any such law, ordinance, rule, or regulation, whether by the Contractor or the Contractor's employees, Subcontractors, or agents. The Contractor shall comply with the Wisconsin Unemployment Compensation Act and Title Eight of the Social Security Act.

205. ROYALTIES AND PATENTS The Contractor shall pay for all royalties and patents relating to the Work, shall

defend all suits or claims for infringement on any patent right, and shall save the Owner harmless from loss on account thereof.

206. INDEMNIFICATION The Contractor shall indemnify, defend and save harmless the District and all of

its officers, employees, consultants and agents against any claim or liability arising from or based on, in whole or in part, any negligent act or omission by the Contractor or the Contractor’s employees, subcontractors or agents.


PART 3: SCOPE OF THE WORK 301. INTENT OF THE CONTRACT DOCUMENTS The Contract Documents are complementary and what is called for by one shall

be as binding as if called for by all. The intention of the Contract Documents is to include in the Contract price the cost of all labor and materials, water, fuel, tools, plant, equipment, power, light, transportation, and all other expenses as may be necessary for the proper execution of the Work.

In interpreting the Contract Documents, words describing materials or work

which have a well-known technical or trade meaning, unless otherwise specifically defined in the Contract Documents, shall be construed in accordance with such well-known meaning recognized by architects, engineers, and the trade. Standard specifications and codes which are referenced in the Contract Documents shall be made a part of the Contract Documents by reference. The most recent revisions of such standard specifications or codes shall apply.

In any case of discrepancy in the Contract Documents, the matter shall be

immediately submitted to the Engineer, without whose decision said discrepancy shall not be adjusted by the Contractor except at his own risk and expense.

302. SAFETY, HEALTH, AND SANITATION The Contractor shall comply with all Federal, State, and Local laws and codes

governing safety, health, and sanitation; shall provide and maintain all safeguards, safety devices, and protective equipment; and shall take any other actions necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the Work covered by the Contract. Unless otherwise indicated in the Contract Documents, the Contractor shall provide and maintain acceptable portable toilets and other sanitary conveniences at the site of the Work.

The Contractor is specifically notified that wastewater treatment plants, pumping

stations and sewer systems contain confined space work areas which may be susceptible to accumulation of hazardous gases or depletion of oxygen levels. The Contractor must familiarize himself with and abide by all applicable state and federal regulations regarding confined space entry precautions and procedures. The Contractor shall familiarize himself with the proper use of gas detectors, breathing apparatus, tripods/harnesses, ventilation and all other measures as called for in the applicable state and federal regulations.


303. PROTECTION OF THE WORK The Contractor shall continuously maintain adequate protection of all his Work

from damage and shall protect the Owner's and adjacent property from injury arising in connection with this Contract. Proper supports, braces, barricades, fences, signal lights, warning signboards, or watchmen shall be provided and maintained by the Contractor as needed to properly protect the Work, persons, animals, and property against injury.

These statements of specific duties on the part of the Contractor shall not be

considered as a limitation of the general duties imposed by the Contract Documents.

The Owner reserves the right to remedy any neglect on the part of the Contractor

as regards protection of the Work after 24 hours' notice in writing, except in case of any emergency when the Owner shall have the right to remedy any neglect without notice and, in either case, to deduct the cost of such remedy from any money due or to become due to the Contractor.

304. PERMITS, LICENSES, AND NOTIFICATIONS Unless otherwise indicated in the Contract Documents, the Contractor shall

obtain, pay for, and comply with all permits and licenses and shall give all notices which are necessary for the due and lawful prosecution of the Work. The Contractor shall furnish proof to the Owner that such permits and licenses have been obtained.

305. USE OF THE JOB SITE The Contractor shall confine his equipment, apparatus, storage of materials, and

operations of his workmen to limits indicated by laws, ordinances, permits, easements and directions of the Owner and shall not encumber the premises with his materials. The Contractor shall not enter or occupy with men, tools, equipment, or materials any private property without consent of the property owner and the Engineer.

306. OTHER CONTRACTS The Owner may undertake additional work at the job site through other

contractors or through the Owner’s employees. The Contractor shall cooperate fully with such other contractors and employees shall carefully fit his own Work to that provided by others. The Contractor shall not commit or permit any act which will interfere with the performance of work by any other contractor or employee.


307. CUTTING AND PATCHING The Contractor shall do all cutting, fitting, or patching of his Work that may be

required to make its several parts fit together properly and fit it to receive or be received by work of other contractors shown upon or reasonably implied by the plans.

308. CLEANING UP The Contractor shall at all times keep the premises in a neat condition and free

from accumulations of waste material, rubbish, dirt and spillages caused by his operations. At the completion of the Work he shall remove from the worksite all tools, equipment, scaffolding, and surplus materials and shall leave the Work clean and ready for use. In case of a dispute, the Owner may remove the rubbish or surplus materials and charge the cost to the Contractor.

309. CHANGES IN THE WORK The Engineer reserves the right to order additions, deductions, alterations, or other

changes in the Work to be performed under the Contract Documents. All such additions, deductions, alterations, or changes which are not already stated or reasonably implied under the Contract Documents, shall be designated as Changes in the Work. All such Changes in the Work, except those which in the Engineer's opinion are minor or incidental, must be authorized by a written Change Order issued by the Owner. The Contractor agrees to perform all such Changes in the Work in such manner as approved by the Engineer.

Adjustments, if any, in the amounts to be paid to the Contractor due to Changes in

the Work shall be determined on the basis of an agreed lump sum amount, an agreed unit price, or time-and-materials. For adjustments based on a lump sum amount, the Contractor shall submit supporting documentation acceptable to the Engineer showing how the lump sum amount was computed. The Contractor or Subcontractor who actually performs the Change in Work shall be allowed a maximum mark-up of 15% to the actual cost to do the Work. Any higher tier Subcontractors and the Contractor shall be allowed a maximum mark-up of 5% to the next lower tier Subcontractor. It is understood that these mark-ups constitute full compensation for overhead and profit and that additional costs or mark-ups for items such as bonds, insurance, administration, estimating, engineering, general conditions, vehicles, equipment, small tools, consumables, paperwork preparation, etc., will not be allowed. For credit Changes in Work, the total decrease in cost shall be the actual decrease in cost to the Contractor plus a 5% decrease for overhead and profit.

If any Change in the Work is such that an estimated Work item quantity stated in

the Proposal is increased or decreased by 50 percent or less, the Contractor agrees that payment adjustments for such Change in the Work shall be computed in


accordance with the original unit price given in the Proposal for that Work item. If, however, any Change in the Work is increased or decreased by more than 50 percent of such quantity, the Contractor agrees that payment adjustments for such

Change in the Work shall be as re-negotiated by the Owner and Contractor.

For Changes in the Work to be paid for on the basis of time-and-materials, the Contractor shall be paid the costs of labor, materials, and equipment, all as defined below. The Contractor or Subcontractor who actually performs the Change in Work shall be allowed a maximum mark-up of 15% to the actual cost to do the Work. Any higher tier Subcontractors and the Contractor shall be allowed a maximum mark-up of 5% to the next lower tier Subcontractor. It is understood that these mark-ups constitute full compensation for overhead and profit and that additional costs or mark-ups for items such as bonds, insurance, administration, estimating, engineering, general conditions, vehicles, equipment, small tools consumables, paperwork preparation, etc., will not be allowed. For credit Changes in Work, the total decrease in cost shall be the actual decrease in cost to the Contractor plus a 5% decrease for overhead and profit. It is also understood that this mark-up shall constitute full compensation for overhead and profit and shall apply regardless of whether the labor, materials and equipment are furnished by the Contractor's own forces or by a subcontractor or supplier. The costs of labor, materials and equipment shall be determined as provided in the following paragraphs:

a. Labor The cost of labor shall include the cost of all workers and supervisors devoting

their exclusive attention to the work in question, whether they are employed directly by the Contractor or by a Subcontractor. Unless otherwise approved by the Engineer, the cost of labor shall be based on an hourly rate and shall be computed as the sum of the employee's basic hourly wage, fringe benefits (including health and welfare, pension, vacation, holiday pay, and training), worker's compensation insurance premiums, state and federal unemployment insurance contributions, social security taxes, property damage insurance premiums, and liability insurance premiums. A detailed breakdown of the hourly rates shall be submitted by the Contractor prior to starting the time-and-materials work and shall be subject to the Engineer's approval.

b. Materials The cost of materials shall be the actual cost to the purchaser (whether Contractor

or Subcontractor) of materials which are approved by the Engineer and which are actually used or incorporated into the work in question.


c. Equipment The cost of equipment shall be computed on the basis of rental rates which are

acceptable to the Engineer and which are no higher than those used by established distributors or equipment rental agencies in the local area of the work. Rental rates shall be understood to include the costs of fuel, oil, lubrication, supplies, attachments, depreciation, insurance and all repairs, maintenance and incidentals. Rental rates shall not include any markup for Contractor overhead and profit, since this is included in the markup discussed earlier.

Rental rates shall be allowed only for equipment whose use is authorized by the

Engineer and only for the period of time during which the equipment is actually required for the time-and-materials work in question. Equipment stand-by rates

shall not be allowed. When equipment is transported, rental rates shall be allowed for the transporting vehicle only. Rental rates shall not be allowed for non-working days nor for time when the equipment is inoperable due to breakdowns. Rental rates shall not be allowed for small tools or any items of equipment having a replacement value of less than $200. If the Contractor and Engineer cannot agree on acceptable rental rates, the rates shall be in accordance with the following paragraphs.

For all Contractor-owned equipment used on the time-and-materials work,

equipment rental rates contained in the Rental Rate Blue Book, published by Equipment Watch, will be used, unless otherwise provided, to compute the equipment rental rate. The rental rates in effect on April 1 of each year will be used for work throughout the season. Rental rates will not be adjusted to account for regional differences in cost. The equipment rental rate shall be the sum of the monthly or weekly rental rate expressed on an hourly basis and the hourly operating cost and will be determined as follows: The monthly rental rate will be divided by 176 to obtain the monthly-hourly rental rate and the weekly rental rate will be divided by 40 to obtain the weekly-hourly rental rate. The equipment rental rate for on-job equipment will be based on the monthly-hourly rental rate for all hours of operation. The equipment cost rate for equipment furnished only to accomplish time-and-materials Work will be based on the weekly-hourly rental rate for all hours of operation up to and including 88 hours and on the monthly-hourly rental rate for all hours of operation over 88 hours. The rate for any specialized equipment not listed in the Rental Rate Blue Book must be approved by the Engineer prior to use.

For equipment which is rented by the Contractor for time-and-materials work, the

cost of equipment shall be the actual amount shown by invoice from the rental agent, or shall be computed in the manner described above for Contractor-owned equipment, whichever amount is less.


d. Exemptions No additional allowance shall be made for general superintendence, the use of

small tools, or other costs for which no specific allowance is herein provided. e. Records The compensation as set forth above shall be received by the Contractor as

payment in full for Work done on a time-and-materials basis. At the end of each day the Contractor's representative and the Engineer shall compare records of the cost of Work done on a time-and-materials basis.

f. Itemized Statements No payment will be made for Work performed on a time-and-materials basis until

the Contractor shall furnish to the Engineer duplicate itemized statements of the cost of such Work, detailed as to the following:

1. Name, classification, dates, daily hours, total hours, rate, and extension of

each laborer and supervisor. 2. Designation, dates, daily hours, total hours, rental rate, and extension of

each truck and other unit of machinery and equipment. 3. Quantities of materials, prices, and extensions. 4. Transportation of materials. 5. Such statements shall be accompanied and supported by original receipted

invoices for all materials used, equipment rented, and transportation charges; provided that if materials used on the time-and-materials Work are not specifically purchased for such Work but are taken from the Contractor's stock, then in lieu of the original invoices the statements shall contain or be accompanied by an affidavit of the Contractor certifying that such materials were taken from stock, that the quantity claimed was actually used, and that the price and transportation claimed represents the actual cost to the Contractor.

No verbal order or suggestions given by an employee of the District shall be construed as authorizing or laying the basis for any claim on the part of the Contractor for extra compensation, either for work or materials or for damages because of the Contractor's compliance therewith. Such verbal orders and suggestions as to the performance of the Work may be freely given, but in case they appear to the Contractor to involve Changes in the Work, for which the Contractor should receive extra compensation, the Contractor shall obtain a written order from the Engineer for such Changes in the Work prior to performing


the Work unless an emergency situation is determined to exist by the Engineer. In case of a dispute as to what does or does not constitute Changes in the Work, a decision will be made by the Engineer.

310. CONTRACTOR'S GUARANTEE Unless otherwise stated in the Contract Documents, the Contractor shall guarantee

the Work performed under this Contract against defects in workmanship and materials for a period of one year from the date of final acceptance of the Work by the Commission. This guarantee shall cover all the Work and materials provided under the Contract, including that provided by any Subcontractors or manufacturers. If any defect should appear during the guarantee period, the Contractor shall make required replacement or acceptable repairs of the defective Work at his own expense and shall pay for any damage to other Works resulting from such defects. This expense includes total and complete restoration of any disturbed surface to its original or better than original condition which existed before the repairs or replacement, regardless of improvements on lands where the

repair or replacement is required. The Performance Bond and Payment Bond shall remain in force during this

guarantee period. The Contractor shall make all repairs and replacements promptly. If the Contractor fails to make the repairs and replacements promptly, the District may do the Work; and the Contractor and his Surety shall be liable for the cost thereof. The Contractor also agrees to hold the District harmless from liability of any kind arising from damage due to said defects in workmanship or materials.

311. PARTIAL OWNER OCCUPANCY The Owner, at its discretion, may place into service certain portions of the

completed work. The Contractor shall provide proper access to Owner's personnel for this purpose.

If the Owner places a certain portion of the work into service, and if the Owner becomes fully satisfied with the performance of that specific work, the Owner may, at Owner’s sole discretion, allow the contractor’s guarantee period for that specific work to begin on a date earlier than the overall final acceptance date for the project. Unless the Owner specifically notifies the contractor, in writing, of such an earlier guarantee date, the Contractor's Guarantee against defects in workmanship and materials for work which has been placed into service shall remain for one full year after the date on which the work receives final acceptance by the Commission.


PART 4: CONTROL OF THE WORK 401. NOTICE TO PROCEED The Contractor shall not begin the Work until written Notice to Proceed has been

issued by the Owner. The Contractor shall abide by any special instructions which may be stated in the Notice to Proceed.

402. PRE-CONSTRUCTION SUBMITTALS Before beginning the Work, the Contractor shall submit the following

preconstruction submittals to the Engineer, for review and comment:

Detailed construction schedule, in graphical chart form, showing the Contractor’s proposed start and finish dates for all key construction tasks required on the project.

Detailed schedule of values showing all component costs of the

Contractor's Proposal.

Copies of all building permits, dewatering permits, erosion control permits and any other construction related permits required by local, state or other bodies.

Additional special preconstruction submittals as may be required in the

specifications. 403. SUPERINTENDENCE The Contractor shall have at the site of the Work at all times a competent

foreman, superintendent, or other representative satisfactory to the Owner and having authority to act for the Contractor.

404. ENGINEER'S STATUS The Engineer shall resolve all questions which arise as to the quality and

acceptability of materials furnished and the Work performed, manner of performance, rate of progress of the Work, interpretation of the Contract Documents, compensation, and disputes and mutual rights between Contractors under the Contract Documents. The Engineer shall determine the amount and quantity of the Work performed and materials furnished. The Engineer shall have the authority to order the partial or complete suspension of the Work whenever it may be necessary to insure the proper fulfillment of the Contract. The Work shall be prosecuted in such order as is acceptable to the Engineer.


The Engineer and all duly authorized representatives shall at all times have access to the Work wherever it is in preparation or progress and the Contractor shall provide proper facilities for such access and for inspection. If any Work should be covered up or made inaccessible without approval or consent of the Engineer, it must, if required by the Engineer, be uncovered or made accessible for

examination at the Contractor's expense. The presence or absence of the Engineer shall not relieve in any degree the responsibility or the obligation of the Contractor to construct in accordance with the Contract Documents.

If the Contract Documents, the Engineer's instructions, laws, ordinances, or any

public authority require any Work to be specially tested or approved, the Contractor shall give the Engineer timely notice of its readiness for such inspection or testing. If the inspection or testing is by an authority other than the Engineer, the Contractor shall give the Engineer timely notice of the date fixed for such inspection.

The Engineer shall have the right to reject any materials and workmanship which,

in the Engineer's opinion, are defective or unacceptable. The Contractor shall promptly remove, replace, and make good at the Contractor's cost any such defective or unacceptable Work. Any failure to reject Work at the time of its construction shall not be construed as an acceptance of defective Work.

If any doubt exists as to the character or acceptability of Work performed, the

Engineer may order the Contractor to perform special tasks needed to expose, examine, or verify the character or acceptability of the Work and the Contractor shall promptly perform such special tasks. No extra payment shall be allowed to the contractor for such special tasks if the Work in question is found to be defective or unacceptable or if such special tasks are already required or implied under the Contract Documents. If, however, the Work in question is found to be acceptable and the said special tasks are not already required or implied under the Contract Documents, such special tasks shall be paid for as Changes in the Work.

405. PLANS, DRAWINGS, AND SPECIFICATIONS Unless otherwise provided in the Contract Documents, the Owner will furnish the

Contractor, free of charge, all copies of the plans, drawings, or specifications reasonably necessary to carry out the Work. The Engineer may also furnish from time to time such additional detail drawings or other information as he may

consider necessary. The Contractor shall keep on the worksite a copy of the plans, drawings, and specifications and shall at all times give the Engineer access to them.

The Contractor shall check carefully all dimensions shown on the plans and

drawings before beginning the Work. Should errors be discovered, the Engineer's attention shall be called to the same and proper corrections made.


Contours or profiles of the ground, where shown on the plans or drawings, are believed to be reasonably correct but are not guaranteed to be absolutely so and, together with any schedule of quantities, are presented only as an approximation. No payment shall be made for additional Work due to minor discrepancies in existing grade.

406. SHOP DRAWINGS The Contractor shall submit to the Engineer shop drawings or schedules of all

materials and products required for the Work. Shop drawings and schedules shall be submitted before materials and products are ordered and in ample time to permit satisfactory progress of the Work. Unless otherwise specified in the contract documents, shop drawings and schedules shall be submitted in six (6) copies and in such detail as may be necessary for the Engineer to inform himself of the design and character of the various materials and products which the Contractor proposes to use for the Work. Material samples or additional data shall be submitted by the Contractor if so directed by the Engineer.

The Contractor shall promptly make any corrections or revisions in the shop

drawings or schedules as may be required by the Engineer and shall resubmit the same without delay. Upon the Engineer's review of shop drawings, schedules, or other data, three (3) copies shall be returned to the Contractor, unless otherwise specified in the contract documents. Materials and products furnished shall be in conformance with such approved shop drawings, schedules, and data.

It is expressly understood that review by the Engineer of the Contractor's

submitted shop drawings, schedules, samples, or other data shall in no way release the Contractor from his responsibility to properly fulfill the requirements of the Contract Documents nor from his liability to replace materials or products should they prove defective or inappropriate or fail to meet the specified requirements.

407. MATERIALS AND WORKMANSHIP Unless otherwise stipulated in the specifications, all workmanship, equipment,

materials, and articles incorporated in the Work covered by this Contract are to be new and of the best grade of their respective kinds for the intended purpose. The Contractor, if required, shall furnish such evidence as to kind and quality of materials. If not otherwise provided, material or Work called for in this Contract shall be furnished and performed in accordance with well-known established practices and standards recognized by architects, engineers, and the trade.


408. "OR EQUAL" CLAUSE Unless indicated otherwise, products which are specified in terms of a specific

manufacturer’s name shall be understood as indicating the type, function, minimum standard of design, efficiency, and quality desired and shall not be construed in such a manner as to exclude other manufacturers' products of comparable type, quality, design, and efficiency.

409. OWNER'S RIGHT TO DO WORK If the Contractor should neglect to prosecute the Work properly or fail to perform

any provision of this Contract, the Owner may, after 3 days' written notice to the Contractor and his Surety, without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from the payment due the Contractor.

In case of an emergency which threatens loss, damage, or injury to persons or

property and which requires immediate action to remedy in the absence of the Contractor's personnel, then and in that event the Owner, with or without notice to the Contractor or his Surety, may provide suitable protection to the said property and persons by causing such Work to be done and such material to be furnished as shall provide such protection as the Owner may consider necessary and adequate. The cost and expense of such Work and material so furnished shall be borne by the Contractor, and if the same shall not be paid on presentation of the bills therefore, then such costs shall be deducted from any amounts due or to become due the Contractor. The performance of such emergency Work under the direction of the Owner shall in no way relieve the Contractor from any damages which may occur during or after said emergency Work.

In the event that the Contractor refuses or neglects to use measures to protect the

work from damage or the Contractor is guilty of carelessness or incompetence in the execution of the work such that public or private property is left in an unacceptable condition at the end of the work day and the Contractor is unavailable or unwilling to rectify the unacceptable condition to the satisfaction of the Engineer in a timely manner, the Owner may remedy the situation and deduct all costs incurred from the amounts due the Contractor.


PART 5: PROSECUTION, PROGRESS, AND PAYMENT 501: PARTIAL PAYMENTS Not later than the 20th day of each calendar month, the Owner will make partial

payment to the Contractor on the basis of a duly certified and approved estimate of the Work performed by the Contractor during the preceding calendar month. Such estimates shall be submitted by the Contractor not later than the 1st day of the respective calendar month on forms acceptable to the Engineer and shall be subject to the Engineer's review and approval. If approved by the Engineer, such estimates may include materials and equipment for the Project which are suitably stored at the site of the Project.

The Owner will retain 5% of the amount of each estimate until 50% of the

Contract dollar amount of the Work is complete. This retainage will be held by the Owner until final acceptance of the Work by the Commission. No additional retainage by the Owner will be made unless the Work does not proceed satisfactorily. If the Work does not proceed satisfactorily, the Owner may retain up to 10% of the value of the completed Work.

The Contractor shall pay (1) for all transportation and utility services not later

than the 20th day of the calendar month following that in which such services are rendered; (2) for all materials, tools, and other expendable equipment to the extent of 90% of the cost thereof, not later than the 20th day of the calendar month following that in which such materials, tools, and equipment are incorporated or used; and (3) to each of his Subcontractors not later than the 5th day following each payment to the Contractor the respective amount allowed the Contractor on account of the Work performed by his Subcontractors to the extent of such Subcontractor's interests therein.

The Contractor shall make prompt payment of all claims for labor performed and

material furnished, used, or consumed in the Work including, without limitation because of specific enumeration, fuel, lumber, building materials, machinery, vehicles, tractors, equipment, fixtures, apparatus, tools, appliances, supplies, electric energy, gasoline and other motor oil, lubrication oil and greases, and the premiums for Worker's Compensation Insurance.

502. FINAL INSPECTION, FINAL ACCEPTANCE OF THE WORK, AND FINAL PAYMENT Upon completion of all the Work required under the Contract, including any field

testing, site restoration, and cleanup, the Contractor shall request in writing a final


inspection of the Work. Such final inspection shall then be conducted by the Chief Engineer or his authorized representative within ten (10) days after receipt of the Contractor's written request. If, in the opinion of the Chief Engineer, the final inspection reveals items of Work still to be performed, the Contractor shall promptly perform them and then request a re-inspection. If the final inspection or re-inspection reveals that all the Work has been completed to the satisfaction of the Chief Engineer, the Chief Engineer shall certify that the Work has been completed as of such inspection date.

Upon completion of all the Work under this Contract to the satisfaction of the

Chief Engineer and after the Contractor shall have submitted acceptable evidence as to the satisfaction of all claims, the Chief Engineer shall, within thirty (30) days thereof, recommend to the Commission final acceptance of the completed Work and submit a final estimate of the amount due the Contractor under this Contract. Upon final acceptance of the Work and approval of this final estimate by the Commission, the District shall pay to the Contractor within ten (10) days all monies due him under the provisions of these Contract Documents, such monies not to include special retainers for maintenance guarantees or any other sums which may have been provided for in the Contract Documents. The Contractor agrees that he shall not be entitled to demand or receive payments for any portion of the Work except in the manner set forth in this agreement.

503. OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS In addition to payment to be retained by the Owner under preceding provisions of

these General Conditions, the Owner may withhold a sufficient amount of any payment otherwise due to the Contractor to cover payments that may be earned or due for (1) just claims for labor or materials furnished in or about the performance of the Work on the Project under this Contract; (2) defective Work not remedied; and (3) failure of the Contractor to make proper payments to his Subcontractors. The Owner shall disburse and shall have the right to act as agent for the Contractor is disbursing such funds as have been withheld, pursuant to this paragraph, to the party or parties who are entitled to payment therefrom. The Owner will render to the Contractor a proper accounting of all such funds disbursed on behalf of the Contractor.

504. DEDUCTION FOR UNCORRECTED WORK If the Owner deems it expedient to accept Work injured or not done in accordance

with the Contract, the difference in value together with a fair allowance for the damages shall be deducted.


505. TIME OF COMPLETION AND LIQUIDATED DAMAGES All the Work required under the Contract, including any field testing, site

restoration, and cleanup, shall be fully completed by the Contractor, as certified to the satisfaction of the Chief Engineer, within the time fixed by the Contract for completion of the Work or within such extra time as may have been allowed by authorized extensions to the time of completion.

It is mutually agreed between the parties that time is of the essence on this

Contract and that there will be on the part of the District considerable monetary damage in the event the Contractor should fail to complete the Work within the time fixed for completion of the Contract or within the time to which such completion may have been extended.

The sum of five hundred dollars ($500) per day, or other amount if stated

elsewhere in the Contract Documents, whichever amount is greater, is hereby agreed upon as the liquidated damages for each and every calendar day that the time consumed in completing the Work exceeds the time allowed therefore. The amount shall in no event be considered as a penalty or otherwise than as the liquidated and adjusted damages of the District because of the delay, and the Contractor agrees that the said sum per day for each day shall be deducted and retained out of the monies which may become due hereunder. This sum shall be in addition to any special sums for damages which may be stated elsewhere in the Contract Documents.

506. DELAYS AND EXTENSIONS OF TIME If the Contractor is delayed in the completion of the Work by any act or neglect of

the Owner or the Owner's representative; by any other contractor employed by the Owner; by strikes, lockouts, fire, unavoidable casualties, or any causes beyond the control of the Contractor, then the time of completion may be extended for a reasonable time as determined by the Owner. The Contractor shall notify the Owner in writing of the cause of such delay within five (5) days from the beginning of any such delay. The Contractor shall hold the Owner harmless for any such delay and shall not be entitled to any additional compensation from the Owner.

In the event any material alterations or additions are made as herein specified,

which in the opinion of the Engineer will require additional time for the execution of any Work under this Contract, the time of completion of the Work shall be extended by such a period of time as may be fixed by the Engineer if the Contractor shall request in writing an extension of time within five (5) days after being notified in writing of such alterations or additions. No extensions of time


shall be given for any minor alterations or additions. The Contractor shall not be entitled to any damage or compensations from the Owner on account of such additional time required for the execution of the Work. The Engineer's decision on the time extension necessary to complete such additional Work shall be final and binding upon both the Contractor and the Owner.

507. SUBCONTRACTING If the Contractor shall subcontract any part of the Work, the Contractor shall be as

fully responsible to the Owner for the acts and omissions of his Subcontractor as he is for the acts and omissions of a person directly employed by him. This Contract obligation shall be in addition to the liability imposed by law upon the Contractor. Nothing contained in the Contract Documents shall create any contractual relationship between any Subcontractor and the Owner.

On request, the Owner shall furnish to any Subcontractor whenever practicable

evidence of the amounts certified to or on his account. The Contractor agrees to bind every Subcontractor (and every Subcontractor of a

Subcontractor) and every Subcontractor agrees to be bound by the terms of the Contract Documents as far as applicable to his Work, unless specifically noted to the contrary in a Subcontract approved in writing as adequate by the Owner.

508. ASSIGNMENT OF CONTRACT The Contractor shall not assign this Contract or any part thereof without the

written consent of the Owner. No assignment of this Contract shall be valid unless it shall contain provision that the funds to be paid to the Assignee under the assignment are subject to the prior lien for services rendered or materials supplied for the performance of the Work called for in this Contract in favor of all persons, firms, or corporations rendering such services or supplying such materials.

509. VIOLATION OF CONTRACT PROVISIONS If the Contractor shall abandon the Work under this Contract or if he shall fail to

perform the Work of the character and in the time herein specified or if he shall fail financially or for any other cause whatsoever shall be unable to carry out this Contract and complete the Work or if he shall assign the Contract or if he shall lose control of the Work for any cause whatsoever except by act of God, the United States Government, or the public enemy or if he shall refuse or neglect to follow instructions of the Engineer or if in the opinion of the Engineer any one of the following conditions exists: (1) the Contractor refuses or neglects to use measures to protect the Work from damage or (2) the Contractor is guilty of


carelessness or incompetence in the execution of the Work or (3) the Work has been or is being delayed by the Contractor or (4) the rate of progress is not such as to insure completion of the Work within the time specified or (5) the Work or any part thereof is unnecessarily or unreasonably delayed or (6) the Contractor is willfully or persistently violating any of the conditions or covenants of this Contract or (7) the Contractor is not fulfilling the Contract in good faith, then at such time and upon certification by the Engineer, in cases where the Engineer's opinion is required, the Owner may proceed to terminate this Contract as provided in these General Conditions.

510. TERMINATION FOR BREACH If the Contractor or any of his Subcontractors shall in the judgment of the

Engineer be unable to carry on the Work satisfactorily or if the Contractor or any of his Subcontractors shall violate any of the provisions of this Contract, the Owner may serve written notice upon the Contractor and his Surety of his intention to terminate this Contract. Such notice shall contain the reasons for the Owner's intention to terminate the Contract. If within ten (10) days after the service of such notice the Contractor, the Subcontractor, or the Surety have not proceeded to carry on the Work in accordance with this Contract and to the satisfaction of the Engineer, this Contract shall cease and terminate and the Owner shall have the right to take over the Work and prosecute the same to completion at the expense of the Contractor and the Surety. The Contractor and his Surety shall be liable to the Owner for any excess cost incurred by the Owner thereby; and in such event the

Owner may take possession of and utilize in completing the Work such materials,

appliances, and plant as may be on the site of the Work and necessary therefore.

In the event the Engineer determines that the failure of the Contractor, Subcontractor, or Surety to perform the Work in accordance with the Contract has resulted in an emergency which will require that the Owner take over the Work immediately to avoid loss or waste of a substantial part of the Work already performed, the Owner may immediately take over the Work and prosecute the same at the expense of the Contractor and Surety to the extent necessary to avoid damage.

SPECIFICATIONS

MMSD - Exhaust Stack Extensions Issued or Bid June 27, 2013 Summary of Work Section 01100-1

SECTION 01100

SUMMARY OF WORK PART 1–GENERAL 1.01 DIVISION ONE

A. The requirements of Division 1 apply to all sections of all Contracts.

B. The project is located at the Blower Bldg No. 1 and Sludge Control Bldg No. 2 of the Nine Springs Wastewater Treatment Plant in Dane County, Wisconsin. The mailing address is 1610 Moorland Road, Madison, WI 53713.

1.02 PROJECT SCOPE

A. Contractor shall provide all items, articles, materials, operations or methods mentioned or scheduled on the drawings or herein specified: including all labor, supervision, equipment, incidentals, taxes and permits necessary to complete the work as described within the Contract Documents.

1.03 MILESTONES / TIME OF COMPLETION

A. Completion Dates: 1. Substantial Completion, December 27, 2013: CONTRACTOR shall by that date, have

all equipment and systems installed and operational. 2. Final Completion, January 31, 2014: CONTRACTOR shall by that date have all close

out requirements complete. 1.04 CONTRACT DOCUMENTS–INTENT AND USE

A. Intent of Documents: 1. Singular notations and specifications shall be considered plural where application is

reasonably inferred. 2. Mention or indication of extent of work under any work division or specification section

is done only for convenience of CONTRACTOR and shall not be construed as describing all work required under that division or section.

3. Some individual sections may contain a list of related sections. The list of related sections in individual sections is provided for the convenience of CONTRACTOR and is not necessarily all-inclusive. CONTRACTOR may not rely upon this listing for determination of scope of work. Other sections of the specifications, not referenced in individual sections shall apply as required for proper performance of the work.

4. Command type sentences may be used in the Contract Documents. These sentences refer to and are directed to CONTRACTOR.

5. Symbols for various elements and systems are shown on the drawings. Should there be any doubt regarding the meaning or intent of the symbols used, a written interpretation shall be obtained from ENGINEER.


B. Use of Documents: 1. CONTRACTOR shall examine all specifications and drawings for the work, including

those that may pertain to work CONTRACTOR does not normally perform with its own forces.

2. CONTRACTOR shall use all of the project drawings and specifications: a. For a complete understanding of the project. b. To determine the type of construction and systems required. c. For coordination with other contractors. d. To determine what other work may be involved in various parts or phases. e. To anticipate and notify others when work by others will be required. f. And all other relevant matters related to the project.

3. CONTRACTOR is also bound by all requirements of the Contract Documents which are applicable to, pertain to, or affect its work, as may be shown or inferred by the entire set of project drawings and specifications.

1.05 CONSTRUCTION REQUIREMENTS

A. General Information and Requirements: 1. Normal operations of the Nine Springs WWTP will continue during construction.

Cooperate with Owner to minimize conflict and to facilitate Owner’s operations. Schedule the Work to accommodate this requirement.

2. Access: Except as specified, CONTRACTOR shall maintain roadways and parking lots open at all times to meet OWNER's requirements, including access for operation and maintenance. Closure of any road or parking lot for any length of time is subject to approval of OWNER.

B. Coordination:

1. Contractor shall coordinate scheduling, submittals, and work of the various sections of the work to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. Contractor shall provide a detailed schedule incorporating all elements of the work. The schedule shall be provided within 14 days of the Notice to Proceed.

2. Keep ENGINEER informed of work and delivery schedule. 3. Minimize amount of time engines are off line:

a. Notify OWNER at least 3 business days prior to any required engine or boiler shut down.

b. Coordinate construction sequence so that one engine generator may be run at all times.

1.06 FIELD ENGINEERING

A. Contractor shall provide field engineering services as required to establish elevations, lines, and levels, utilizing recognized engineering survey practices.

B. Contractor shall be responsible for all lines, elevations, and measurements of buildings,

structures, piping, utilities, and other work executed by Contractors under the Contract. All Contractors must exercise proper precaution to verify figures before laying out the work, and will be held responsible for any error resulting from its failure to exercise such precaution.


1.07 CONTRACTOR’S DUTIES

A. Except as specifically noted, provide and pay for: 1. Labor, materials, and equipment. 2. Tools, construction equipment, and machinery. 3. Samples, shipping costs, and tests. 4. Other facilities and services necessary for proper execution and completion of the

work.

B. Perform all the work described in these General Requirements except where specifically indicated to be done by others.

C. Pay legally required sales, consumer, and use taxes.

D. Secure and pay for legally required permits, licenses, and government fees.

E. Give required notices.

F. Employ workmen and foremen with sufficient knowledge, skill, and experience to perform

the work assigned to them.

G. Comply with the codes, laws, ordinances, rules, regulations, orders, and other legal requirements of public authorities bearing on the conduct of the work.

H. Submit written notice to OWNER of observed variance of Contract Documents from legal

requirements. Any necessary changes will be adjusted as provided in the Contract for changes in the work.

I. Enforce discipline and good order among his own and subcontractor employees. Any

person employed by CONTRACTOR or subcontractors who does not perform his work in a skillful manner, is incompetent, or acts in a disorderly or intemperate manner shall, at the written request of OWNER, be removed from the project immediately and shall not be employed again in any portion of the work without the approval of OWNER.

J. Provide at all times facilities for access and inspection of the work by representatives of

OWNER and of official governmental agencies designated by OWNER as having the right to inspect the work.

K. Cooperate with other contractors who may be performing work for OWNER and with

OWNER’s employees working in the vicinity of the work done under this Contract.

L. Make proper provisions so all deliveries are directed to CONTRACTOR at job site properly identified with CONTRACTOR name and contact person. OWNER will not accept deliveries.

1.08 CONTRACTOR USE OF SITE

A. General: 1. The "area of the site" referred to in these specifications shall be as shown on the map

of Nine Springs WWTP building locations attached to these Contract Documents. 2. Construction activities shall be confined within the "area of the site" limits.


3. From the start of work to completion CONTRACTOR is responsible for the care of the site and the premises which are affected by operations of work of this Contract.

4. Except for permanent site improvements provided under the Contract, CONTRACTOR shall restore property disturbed during the work, to the conditions which previously existed.

5. Work in occupied spaces shall be restricted to specified work and essential activities, such as making necessary connections and extending services or constructing temporary access ways. Such work shall be scheduled in advance with OWNER.

B. Parking and Deliveries:

1. CONTRACTOR is responsible for control of traffic by vehicles and persons within the limits of its operations.

2. Parking for employees, subcontractors, and agents of CONTRACTOR shall be in areas subject to approval of OWNER.

3. Access to the site for delivery of construction material or equipment shall be subject to approval of OWNER.

1.09 EXISTING SERVICES, STRUCTURES AND UNDERGROUND FACILITIES

A. Interruption of existing services and systems including heating, ventilating, air conditioning, water, sanitary, lighting and power, signal and security will not be permitted, unless specifically indicated otherwise. Provide temporary facilities to maintain services.

B. If deemed necessary by OWNER, such work shall be accomplished after OWNER’s

normal office hours.

C. Work shall not commence until all labor, materials and equipment are available so work can continue without interruption or delay.

D. Should uncharted or incorrectly charted piping or other utilities be encountered during

installation, notify OWNER and consult with utility owner immediately for directions.

E. Cooperate with OWNER and utility companies in keeping respective services and facilities in operation and repair any damaged utilities to satisfaction of utility owner.

F. CONTRACTOR shall not interrupt existing utilities serving facilities occupied and used by

OWNER or others, except when permitted in writing by OWNER.

G. Any accidental interruption of services shall be repaired immediately, including provision of temporary facilities until permanent repairs can be made.

1.10 PROTECTION OF WORK AND IMPROVEMENTS

A. CONTRACTOR shall protect the property of OWNER, existing improvements, and work installed by CONTRACTOR and others from abuse, damage, dust, debris, and other objectionable materials resulting from construction activities.

B. CONTRACTOR shall provide suitable covers, partitions, or other dust and fume

containment devices to suit construction operations.


C. CONTRACTOR shall keep property, existing improvements and the work, including structures, mains, fittings and accessories free from dirt and foreign matter at all times.

D. CONTRACTOR shall provide temporary plugging of openings, holes and pipe ends that

are existing or that CONTRACTOR has installed.

E. Property, improvements and work damaged by CONTRACTOR shall be repaired or replaced by CONTRACTOR to the satisfaction of OWNER.

F. If more than one contractor is responsible, the cost shall be shared. OWNER will

determine responsibility for damages. All repair and replacement methods shall be approved by OWNER.

1.11 NORMAL WORKING HOURS

A. Except for emergency work and operation of safety equipment, dewatering equipment, and temporary utility equipment, and as otherwise specified, all work at the project site, shall be performed during weekdays between the hours of 7 A.M. and 5:30 P.M. unless otherwise approved by ENGINEER. Any request to work outside of the normal weekday hours listed above shall be made to ENGINEER a minimum of seventy-two hours in advance of the planned work.


PART 2–PRODUCTS

NOT APPLICABLE PART 3–EXECUTION

NOT APPLICABLE

END OF SECTION

MMSD - Exhaust Stack Extensions Issued or Bid June 27, 2013 Measurements & Payments Section 01200-1

SECTION 01200

MEASUREMENTS AND PAYMENTS PART 1–GENERAL 1.01 MEASUREMENT AND PAYMENT

A. No separate measurement for payment will be performed for lump sum work.

B. CONTRACTOR shall estimate percentage of work completed. ENGINEER will review CONTRACTOR’s estimate of quantity of work completed.

C. Payment will be made based on the percentage of the Contract completed less retainage

and/or liquidated damages.

D. Unless noted otherwise, all work described in the specifications and/or shown on the drawings shall be included in the Lump Sum Bid.

E. Materials must be located at the project site to be eligible for payment.

F. Submit to OWNER a detailed typewritten breakdown (Schedule of Values) of the Contract

amount for use in computing periodic payment estimates. No payment will be made until the Schedule of Values has been submitted to and accepted by OWNER. The minimum required breakdown in the Schedule of Values shall be as follows:

SCHEDULE OF VALUES MINIMUM REQUIREMENTS (Negotiable) Contractor is encouraged to refine schedule further where it is logical to do so

Item No./ MECHANICAL Spec Section

Division 1 Bonds/Insurance, Project Management, Mobilization, Submittals, Project Closeout 05500 Structural Framing at Generator Engine Exhaust – Material and Installation 15000 Stainless Steel Engine Exhaust Pipe and Expansion Joints - Material 15000 Stainless Steel Engine Exhaust Pipe and Expansion Joints - Installation 15050 Stainless Steel Double Wall Boiler Flue - Material 15050 Stainless Steel Double Wall Boiler Flue - Installation

MMSD - Exhaust Stack Extensions Issued or Bid June 27, 2013 Measurements & Payments Section 01200-2

PART 2–PRODUCTS


NOT APPLICABLE

END OF SECTION

MMSD - Exhaust Stack Extensions Issued or Bid June 27, 2013 Submittals Section 01300-1

SECTION 01300

SUBMITTALS PART 1–GENERAL 1.01 SUMMARY

A. Work Included: 1. Whenever possible throughout the Contract Documents, the minimum acceptable

quality of workmanship and materials has been defined either by manufacturer's name and catalog number or by reference to recognized industry standards.

2. To facilitate CONTRACTOR's understanding of the design intent, procedures have been established for advance submittal of design data and for its review or rejection by ENGINEER.

3. The type of submittal requirements specified in this section include shop drawings, product data, samples, and other miscellaneous work related submittals.

B. Related work described elsewhere: Additional requirements for submittals are described in

other sections of these specifications. Submittals shall conform to Article 6 of the General Conditions.

1.02 SUBSTITUATION REQUEST

A. All substitution requests must be sent in writing to the engineer for review and approval prior to acceptance of bid and submittlals.

1.03 IDENTIFICATION OF SUBMITTALS

A. CONTRACTOR shall completely identify each submittal and re-submittal by showing at least the following information: 1. Name and address of submitter, plus name and telephone number of the individual

who may be contacted for further information. 2. Name and location of project and identification number. 3. Drawing number and specifications section number to which the submittal applies. 4. Include the date of each submittal or re-submittal.

1.04 GROUPING OF SUBMITTALS

A. Unless otherwise specifically permitted by ENGINEER, CONTRACTOR shall make all submittals in groups containing all associated items so that information is available for checking each item when it is received.

B. Partial submittals may be rejected as not complying with the provisions of the Contract

Documents. 1.05 TIMING OF SUBMITTALS

A. CONTRACTOR shall make all submittals far enough in advance of scheduled dates of installation to provide required time for reviews, for securing necessary approval, for possible revision and re-submittal and for placing orders and securing delivery.


1.06 SHOP DRAWINGS

A. Shop drawings include specially-prepared technical data for this project including drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information not in standard printed form for general application to a range of similar projects. Shop drawings shall be submitted for all manufactured or fabricated items. See individual technical sections for special requirements.

B. CONTRACTOR shall make all shop drawings accurately to scale and sufficiently large to

show all pertinent aspects of the item and its method of connection to the work.

C. Shop drawings shall be checked, approved, and stamped by CONTRACTOR before transmittal to ENGINEER for review and approval. CONTRACTOR shall verify field measurements, field construction criteria, catalog numbers and similar data. Allow space on submittals for Contractor and ENGINEER review stamps.

D. CONTRACTOR shall submit shop drawings and manufacturer’s data for major equipment

items in one package to permit checking complete installation details. Indicate the applicable specification section, paragraph, and subparagraph numbers on the manufacturer’s data sheets and product literature.

E. Clearly mark the selected product by use of arrows, underlines, or circles where more than

one product is shown. Use of highlighters to identify the selected product is unacceptable. Faxed copies are not acceptable and will be rejected.

F. CONTRACTOR shall notify OWNER in writing at time of submittal of deviations in

submittals from requirements of the Contract Documents.

G. CONTRACTOR’s responsibility for errors, omissions, and deviations from requirements of the Contract Documents in submittals is not relieved by OWNER’s review or approval.

H. Submit one (1) electronic copy, in Portable Document Format (pdf) format of all

construction submittals; each copy must bear the Contractor’s approval stamp and signature. A marked-up submittal with comments and disposition will be returned to the Contractor electronically via e-mail.

I. Contractor shall produce electronic submittals for product data, shop drawings, design

data, test reports, certificates, manufacturer’s instructions, erection drawings, and all other specific documentation required. The resolution of scanned images shall be a minimum of 300 dpi unless otherwise requested. Files shall be delivered without security features activated (password protected files will not be acceptable).

J. Submittal file names shall include specification section plus ID tag number and .pdf file

extension in accordance with Owner protocol. File naming conventions will also include submittal revision number as appropriate.

K. Shop drawings submitted to OWNER will be reviewed and returned with MMSD submittal

review cover sheet marked either "Approved as Submitted", "Approved as Noted", or "Not Approved". CONTRACTOR shall resubmit corrected shop drawings for all shop drawings marked "Approved as Noted–Resubmit" and "Not Approved" and will continue this process until shop drawings are marked "Approved" or "Approved as Noted–Resubmittal Not


Required". If drawings are marked " Approved as Noted–Resubmit ", fabrication may proceed in accordance with the marked up shop drawings. Installation shall not proceed until shop drawings have been resubmitted and marked "Approved" or "Approved as Noted – Resubmittal Not Required". MMSD submittal review cover sheet is attached at the end of this section.

L. Revise or provide new submittals as required by OWNER’s review and resubmit until final

approval is obtained. Indicate on the drawings any changes which have been made other than those requested by OWNER.

M. No claim will be allowed for damages or extension of time because of delays in the work

resulting from rejection of material or from revision and resubmittal of shop drawings, manufacturer’s data, or samples.

N. If shop drawings are marked "Approved as Noted" or "Approved as Noted–Resubmit" and

CONTRACTOR does not agree with revisions or cannot conform with revisions, fabrication shall not proceed and shop drawings shall be resubmitted with explanation of CONTRACTOR's position.

O. Only those shop drawings marked "Approved" or "Approved as Noted" by OWNER shall

be used for construction site activities.

P. Arrangements may be made between CONTRACTOR and OWNER to provide additional copies of "Approved" shop drawings for field activity purposes.

Q. Shop drawings shall include verification that the item meets applicable codes and

standards, such as NFPA 30, ASTM, OSHA, and others. 1.07 SUBMITTALS SHOWING PROPOSED DEVIATIONS FROM CONTRACT DOCUMENTS

A. Submit to OWNER detailed drawings and description showing any proposed modifications to or deviations from the work shown in the Contract Documents, if necessary to accommodate the proper working installation of any proposed equipment or system which is different from that anticipated in the Contract Documents. Include any necessary modifications to or deviations from the work of other contractors.

B. Submittal and review procedures shall be the same as for shop drawings. No modifications

to or deviations from the work shown in the Contract Documents shall be allowed unless specifically approved by OWNER.

C. Any additional costs associated with said modifications to or deviations from the work

shown in the Contract Documents as necessary to accommodate proposed equipment or systems, including modifications to or deviations from the work of other contractors, shall be borne by CONTRACTOR supplying the equipment or system for which the modifications are needed, with no additional compensation from OWNER.

1.08 PRODUCT DATA

A. CONTRACTOR shall provide product data as required to supplement shop drawings.


B. Product data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by CONTRACTOR to illustrate a material, product, or system for some portion of the work.

C. CONTRACTOR shall collect required product data into one submittal for each unit of work

or system.

D. CONTRACTOR shall include manufacturer's standard printed recommendations for application and use, compliance with standards, performance characteristics, wiring and piping diagrams and controls, component parts, finishes, dimensions, required clearances, and other special coordination requirements.

E. CONTRACTOR shall mark each copy of standard printed data to identify pertinent

products, models, options, and other data.

F. CONTRACTOR shall supplement manufacturer's standard data to provide information unique to the work.

1.09 RESUBMISSION REQUIREMENTS

A. Make any corrections or changes in the submittals required by ENGINEER.

B. Shop Drawings and Product Data: 1. Revise initial drawings or data and resubmit as specified for initial submittal. 2. Itemize in a cover letter any changes which have been made other than those

requested by ENGINEER. 1.10 MANUFACTURER'S DIRECTIONS

A. Manufactured articles, materials and equipment shall be stored, commissioned, operated, applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer, unless specified to the contrary.

B. Wherever specifications call for work to be performed, or materials to be installed in

accordance with the manufacturer's printed instructions or directions, CONTRACTOR shall furnish copies as required for shop drawings of those instructions or directions to ENGINEER before installing the material or performing the work.

PART 2–PRODUCTS


NOT APPLICABLE

END OF SECTION

MMSD Submittal Comments Page 1 of 1

MADISON METROPOLITAN SEWERAGE DISTRICT EXHAUST STACK EXTENSIONS SUBMITTAL REVIEW COMMENTS Date:

Contractor:

Description:

Submittal No./Spec Section:

MMSD Reviewers:

This is a 1st 2nd 3rd 4th submittal

Action by MMSD: Date

Approved as Submitted Approved as Noted

Resubmit Resubmit Noted Portions Only Resubmittal Not Required Not Approved Reviewed Only/No Approval Action Required Review Not Required by Contract Documents Other

MMSD Comments:

1.

2. 3.

Reviewed only for general conformance with design concept and information given in the Contract Documents. Corrections or comments made by reviewer on the submittal do not relieve the contractor from compliance with of the Contract Documents. Approval of a specific item shall not infer approval of an assembly of which the item is a component. The contractor is responsible for all dimensions, field conditions, coordination with other trades, and information that pertains solely to the fabrication process.

Madison Metropolitan Sewerage District 1610 Moorland Road Madison, WI 53713 Phone 608‐222‐1201 • Fax 608‐222‐2703

MMSD - Exhaust Stack Extensions Issued or Bid June 27, 2013 Quality Control Section 01400-1

SECTION 01400

QUALITY CONTROL PART 1–GENERAL 1.01 SUMMARY

A. Work Includes: 1. Quality assurance–control of installation. 2. Tolerances

1.02 QUALITY ASSURANCE–CONTROL OF INSTALLATION

A. CONTRACTOR shall monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. CONTRACTOR shall comply with manufacturers' instructions, including each step in

sequence.

C. Should manufacturers' instructions conflict with Contract Documents, CONTRACTOR shall request clarification from ENGINEER before proceeding.

D. CONTRACTOR shall comply with specified standards as minimum quality for the work

except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Work shall be performed by persons qualified to produce workmanship of specified quality.

F. CONTRACTOR shall secure products in place with positive anchorage devices designed

and sized to withstand stresses, vibration, physical distortion, or disfigurement. 1.03 TOLERANCES

A. CONTRACTOR shall monitor tolerance control of installed products to produce acceptable work and shall not permit tolerances to accumulate.

B. CONTRACTOR shall comply with manufacturers' tolerances. Should manufacturers'

tolerances conflict with Contract Documents, CONTRACTOR shall request clarification from ENGINEER before proceeding.

C. CONTRACTOR shall adjust products to appropriate dimensions; position before securing

products in place.

MMSD - Exhaust Stack Extensions Issued or Bid June 27, 2013 Quality Control Section 01400-2

PART 2–PRODUCTS


NOT APPLICABLE

END OF SECTION

MMSD - Exhaust Stack Extensions Issued or Bid June 27, 2013 Materials and Equipment Section 01600-1

SECTION 01600

MATERIALS AND EQUIPMENT PART 1–GENERAL 1.01 SUMMARY

A. Work Included: CONTRACTOR shall be responsible for the delivery, handling, storage and protection of all material and equipment required to complete the work as specified herein.

B. Related Sections and Divisions: Specific requirements for the handling and storage of

material and equipment are described in other sections of these specifications. 1.02 PRODUCTS

A. Components required to be supplied in quantity within a specification section shall be the same, and shall be interchangeable.

B. CONTRACTOR shall not use materials and equipment removed from existing construction,

except as specifically required, or allowed, by the Contract Documents.

C. When any construction deviations from the drawings and/or specifications necessary to accommodate equipment supplied by CONTRACTOR, result in additional costs to CONTRACTOR or other contractors, such additional costs shall be borne by CONTRACTOR. CONTRACTOR shall also pay any additional costs necessary for revisions of drawings and/or specifications by ENGINEER.

D. Each major component of equipment shall bear a nameplate giving the name and address

of the manufacturer and the catalogue number or designation. 1.03 TRANSPORTATION AND HANDLING

A. Materials, products and equipment shall be properly containerized, packaged, boxed, and protected to prevent damage during transportation and handling.

B. CONTRACTOR shall not overload any portion of the structure in the transporting or

storage of materials.

C. CONTRACTOR shall not damage other construction by careless transportation, handling, spillage, staining or impact of materials.

D. CONTRACTOR shall provide equipment and personnel to handle products, including those

provided by OWNER, by methods to prevent soiling and damage.

E. CONTRACTOR shall provide additional protection during handling to prevent marring and otherwise damaging products, packaging, and surrounding surfaces.

F. CONTRACTOR shall handle product by methods to avoid bending or overstressing. Lift

large and heavy components only at designated lift points.


1.04 DELIVERY AND RECEIVING

A. CONTRACTOR shall arrange deliveries of products in accordance with construction progress schedules, allowing time for observation prior to installation.

B. CONTRACTOR shall coordinate deliveries to avoid conflict with work and conditions at

site; work of other contractors or OWNER; limitations on storage space; availability of personnel and handling equipment and OWNER's use of premises.

C. CONTRACTOR shall deliver products in undamaged, dry condition, in original unopened

containers or packaging with identifying labels intact and legible.

D. CONTRACTOR shall clearly mark partial deliveries of component parts of equipment to identify equipment and contents to permit easy accumulation of parts and to facilitate assembly.

E. Immediately on delivery, CONTRACTOR shall inspect shipment to assure:

1. Product complies with requirements of Contract Documents and reviewed submittals. 2. Quantities are correct. 3. Accessories, and installation hardware are correct. 4. Containers and packages are intact and labels legible. 5. Products are protected and undamaged.

1.05 STORAGE AND PROTECTION

A. General: 1. CONTRACTOR shall store products, immediately on delivery, in accordance with

manufacturer's instructions, with all seals and labels intact and legible. 2. Available storage space at the job site is limited. Any additional off-site space required

shall be arranged by CONTRACTOR. 3. CONTRACTOR shall allocate the available storage areas and coordinate their use by

the trades on the job. 4. CONTRACTOR shall arrange storage in a manner to provide access for maintenance

of stored items and for observation.

B. In enclosed storage, CONTRACTOR shall: 1. Provide suitable temporary weather tight storage facilities as may be required for

materials that will be damaged by storage in the open. 2. Store unpacked and loose products on shelves, in bins, or in neat groups of like items. 3. Store solid materials such as insulation, tile, mechanical and electrical equipment,

fittings, and fixtures under shelter, in original packages, away from dampness and other hazards.

4. Store liquid materials away from fire or intense heat and protect from freezing.

C. At exterior storage, CONTRACTOR shall: 1. Store unit materials such as concrete block, brick, steel, pipe, conduit, door frames,

and lumber off ground, out of reach of dirt, water, mud and splashing. 2. Store tools or equipment that carry dirt outside. 3. Store large equipment so as not to damage site or present a fire hazard. 4. Cover products subject to discoloration or deterioration from exposure to the

elements, with impervious sheet material and provide ventilation to avoid condensation.


5. Completely cover and protect any equipment or material which is prime coated or finish painted with secured plastic or cloth tarps. Store out of reach of dirt, water, mud and splashing.

6. Store loose granular materials on clean, solid surfaces such as pavement, or on rigid sheet materials, to prevent mixing with foreign matter.

7. Provide surface drainage to prevent erosion and ponding of water. 8. Prevent mixing of refuse or chemically injurious materials or liquids. 9. Cover aggregates such as sand and gravel in cold wet weather. 10. Remove all traces of piled bulk materials at completion of work and return site to

original or indicated condition. 1.06 MAINTENANCE OF STORAGE

A. CONTRACTOR shall periodically inspect stored products on a scheduled basis.

B. CONTRACTOR shall verify that storage facilities comply with manufacturer's product storage requirements, and verify that manufacturer required environmental conditions are maintained continually.

C. CONTRACTOR shall verify that surfaces of products exposed to the elements are not

adversely affected and that any weathering of finishes is acceptable under requirements of Contract Documents.

D. CONTRACTOR shall perform scheduled maintenance of equipment in storage as

recommended by the manufacturer. A record of the maintenance shall be kept and turned over to OWNER when the equipment is installed.

1.07 INSTALLATION REQUIREMENTS

A. Manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the respective manufacturers, unless otherwise specified.

B. After installation, CONTRACTOR shall protect all materials and equipment against

weather, dust, moisture, and mechanical damage.

C. CONTRACTOR shall be responsible for all damages that occur in connection with the care and protection of all materials and equipment until completion and final acceptance of the work by OWNER. Damaged material and equipment shall be immediately removed from the site.


PART 2–PRODUCTS


NOT APPLICABLE

END OF SECTION

MMSD - Exhaust Stack Extensions Issued or Bid June 27, 2013 Contract Closeout Section 01700-1

SECTION 01700

CONTRACT CLOSEOUT PART 1–GENERAL 1.01 SUMMARY

A. Work Included: 1. Closeout procedures. 2. Final cleaning. 3. Adjusting. 4. Project record documents. 5. Warranties. 6. Spare parts and maintenance materials.

1.02 CLOSEOUT PROCEDURES

A. CONTRACTOR shall provide submittals to ENGINEER that are required by governing or other authorities.

B. CONTRACTOR shall comply with General Conditions and Supplementary Conditions (if

any) and complete the following before requesting OWNER’s observation of the work, or designated portion thereof, for substantial completion. 1. Submit executed warranties, workmanship bonds, maintenance agreements,

inspection certificates, and similar required documentation for specific units of work, enabling OWNER's unrestricted occupancy and use.

2. Submit record documentation, maintenance manuals, tools, spare parts, keys, and similar operational items.

3. Submit consent of surety (if surety required in Contract). 4. Revise and submit evidences of Completed Operations Liability Insurance, complying

with insurance requirements. 5. Complete final cleaning, touch-up work of marred surfaces, and remove temporary

facilities and tools. 1.03 FINAL CLEANING

A. It is CONTRACTOR's responsibility to completely clean up the inside and outside of all buildings and the construction site at the completion of the work.

B. In addition to the cleaning specified above and the more specific cleaning that may be

required in various technical sections of the specifications, CONTRACTOR shall prepare the project for occupancy by a thorough cleaning throughout, which shall include the following: 1. Clean debris from roofs, gutters, downspouts, and drainage systems. 2. Clean site; sweep paved areas, rake clean landscaped surfaces. 3. Remove waste and surplus materials, rubbish, and construction facilities from the site.


1.04 ADJUSTING

A. CONTRACTOR shall adjust operating products and equipment to ensure smooth and unhindered operation.

1.05 PROJECT RECORD DOCUMENTS

A. CONTRACTOR shall maintain on site, one set of the following record documents to record actual revisions to the work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change orders and other modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. 6. Manufacturer's instruction for assembly, installation, and adjusting.

B. CONTRACTOR shall ensure entries are complete and accurate, enabling future reference

by OWNER.

C. CONTRACTOR shall store record documents separate from documents used for construction.

D. CONTRACTOR shall record information concurrent with construction progress.

E. Specifications: CONTRACTOR shall legibly mark and record at each Product section

description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by addenda and modifications.

F. Record Documents and Shop Drawings: CONTRACTOR shall legibly mark each item to

record actual construction including: 1. Measured depths of foundations in relation to finish floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances,

referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction,

referenced to visible and accessible features of the work. 4. Field changes of dimension and detail. 5. Details not on original Contract drawings.

1.06 WARRANTIES

A. CONTRACTOR shall provide warranties beyond project one year warranty as required by technical sections and as follows.

B. Submit warranty information as follows:

1. Provide notarized copies. 2. Execute and assemble transferable warranty documents from Subcontractors,

suppliers, and manufacturers, and provide Table of Contents and assemble in three ring binder with durable cover.


3. For items of work delayed beyond date of Substantial Completion, provide updated submittal within 10 days after acceptance, listing date of acceptance as start of warranty period.

1.07 SPARE PARTS AND MAINTENANCE MATERIALS

A. CONTRACTOR shall provide spare parts, maintenance, and extra materials in quantities specified in individual specification sections.

1.08 AFFIDAVIT OF COMPLIANCE WITH WAGE RATES

A. CONTRACTOR shall provide affidavit of compliance with wage rates. 1.09 LIEN WAIVERS

A. CONTRACTOR shall provide final lien waivers from suppliers and subcontractors using

form supplied by OWNER which follows this section. These lien waivers shall indicate that the supplier or subcontractor has been paid all monies due including retainage.

PART 2–PRODUCTS


NOT APPLICABLE

END OF SECTION

FINAL WAIVER OF LIEN

For value received, the receipt of which is hereby acknowledged, ________________________________ Company Name

hereby waives ALL rights and claims for lien on land, funds, public works improvements, buildings and utilities, constructed, altered, or repaired, and appurtenances thereunto,

For: Madison Metropolitan Sewerage District, Owner By: Project: Exhaust Stack Extensions Location: Dane County, State of Wisconsin,

Described as: _______________________________________ (type of work/service/material provided)

For all labor performed and for all materials furnished for the erection, construction, alteration or repair of said buildings, public works improvements, utilities, and appurtenances thereunto, for

$______________________________________ (total value of work/service/material provided)

The undersigned further states that they have fully complied with all provisions and requirements set forth in the Contract Documents regarding all Prevailing Wage Rates in effect for the work performed. The person signing this Final Waiver of Lien acknowledges that he or she has actual authority to sign this waiver on behalf of the company referenced herein.

Dated this _______ day of _________________________, 20____

_________________________________________ Company Name

_________________________________________ Company Address

_________________________________________ City, State, Zip

_________________________________________ Signature of Authorized Agent

_________________________________________ Name of Authorized Agent-Printed

ACKNOWLEDGEMENT (by a Notary Public)

State of _________________ ) )ss. County of _______________ )

Signed or attested before me this _______ day of _________________, 20____,

__________________________________________________________________, (name of person)

the above named, known to me (or proved to me on the basis of satisfactory evidence) to be the person who executed the foregoing instrument and acknowledged the same.

Notary Public, State of ____________________

Type or print name

My Commission expires:

MMSD – Exhaust Stack Extensions Issued for Bid June 27, 2013 Metal Fabrications 15000 - 1

SECTION 05500

METAL FABRICATIONS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Section includes shop fabricated metal items.

1.2 REFERENCES

A. Aluminum Association

1. AA DAF-45 - Designation System for Aluminum Finishes.

B. American Society for Testing and Materials:

1. ASTM A276 - Standard Specification for Stainless Steel Bars and Shapes.

2. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.

3. ASTM B211 - Standard Specification for Aluminum and Aluminum-Alloy Bar, Rod, and Wire.

4. ASTM B221 - Standard Specification for Aluminum and Aluminum-AlloyExtruded Bars, Rods, Wire, Profiles, and Tubes.

5. ASTM F436 - Standard Specification for Hardened Steel Washers.

6. ASTM F1554 - Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength.

C. American Welding Society:

1. AWS A2.4 - Standard Symbols for Welding, Brazing, and NondestructiveExamination.

2. AWS D1.6 - Structural Welding Code - Stainless Steel.

1.3 SUBMITTALS

A. Section 01330 - Submittal Procedures: Submittal requirements.

B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, finishes, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. Indicate welded connections using standard AWS A2.0 welding symbols. Indicate net weld lengths.

C. Welders Certificates: Certify welders employed on the Work, verifying AWS qualification within previous 12 months.

1. Manufacturer's name

2. Product Data

3. Dimensional data

4. Welding procedures and qualifications

5. All other appropriate data


PART 2 - PRODUCTS

2.1 MATERIALS – STAINLESS STEEL

A. Type 304 unless otherwise noted.

B. Welding Materials: AWS D1.1; type required for materials being welded.

2.2 MATERIALS - ALUMINUM

A. Structural Shapes and Plates: Alloy 6061, Temper T6. As required by ASTM sections referenced in the Aluminum Association’s current Construction Manual.

B. Bolts, Nuts, and Washers: Type 316 Stainless steel.

C. Welding Materials: AWS D1.1; type required for materials being welded.

2.3 ANCHOR BOLTS

A. Anchor Bolts for Equipment and Machinery, where permanently anchored into concrete: Stainless steel, unless otherwise shown. The diameter, length, and any bend dimensions shall be as required by the equipment or machinery manufacturer. Furnish a minimum of two nuts and a washer of the same material for each bolt. Provide sleeves as required or as shown for location adjustment.

B. Where stainless steel nuts and machined bolts, anchor bolts, concrete anchors, and all other threaded fasteners are used, Contractor shall apply an anti-seizing lubricant to the threads before making up the connections. The lubricant shall contain substantial amounts of molybdenum disulfide, graphite, mica, talc or copper.

2.4 CONCRETE ANCHORS A. Expansion Anchors:

1. Product/Manufacturers a. Kwik Bolt 3 Expansion Anchor by Hilti b. Kwik Bolt TZ Expansion Anchor by Hilti c. HSL-3 Heavy Duty Expansion Anchor by Hilti d. Power-Bolt by Powers Fasteners e. Power-Stud by Powers Fasteners f. Or approved equal

B. Adhesive Anchors: 1. Product/Manufacturers

a. HIT-RE 500-SD by Hilti b. HIT HY 150 MAX by Hilti c. HIT ICE/HIT HY 150 Adhesive by Hilti d. AC100+Gold by Powers Fasteners e. PE+ by Powers Fasteners f. Or approved equal

2.5 FABRICATION

A. Fit and shop assemble items in largest practical sections, for delivery to site.

B. Fabricate items with joints tightly fitted and secured.


C. Continuously seal joined members by continuous welds.

D. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise.

F. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

2.6 FACTORY APPLIED FINISHES - ALUMINUM

A. Exposed Aluminum Surfaces: Mill finish.

2.7 FABRICATION TOLERANCES

A. Squareness: 1/8 inch maximum difference in diagonal measurements.

B. Maximum Offset Between Faces: 1/16 inch.

C. Maximum Misalignment of Adjacent Members: 1/16 inch.

D. Maximum Bow: 1/8 inch in 48 inches.

E. Maximum Deviation From Plane: 1/16 inch in 48 inches.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify field conditions are acceptable and are ready to receive Work.

3.2 INSTALLATION

A. Install items plumb and level, accurately fitted, free from distortion or defects.

B. Make provisions for erection stresses. Install temporary bracing to maintain alignment, until permanent bracing and attachments are installed.

C. Perform field welding in accordance with AWS D1.1.

D. Install in accordance with Drawings, shop drawings and manufacturer's instructions.

END OF SECTION

MMSD – Exhaust Stack Extensions Issued for Bid June 27, 2013 Stainless Steel Pipe & Fittings 15000 - 1

SECTION 15000

PIPING SPECIFICATION – STAINLESS STEEL PIPE AND FITTINGS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Stainless steel pipe and fittings.

1.2 SUBMITTALS

A. Submit Shop Drawings including, but not limited to, the following:

1. Manufacturer's name

2. Product Data

3. Dimensional data

4. Welding procedures and qualifications

5. All other appropriate data

PART 2 - PRODUCTS

2.1 PIPE

A. Stainless steel, pickled and passivated, ASTM A 312, Type 316L "as welded" grade, Schedule 10.

2.2 JOINTS

A. Butt welded or flanged.

2.3 EXPANSION JOINTS

A. Stainless steel bellows and van stone flanges. Floating flanges shall also be stainless steel.

B. Stainless steel nuts and bolts.

C. Gasket, as recommended by manufacturer.

D. Rated for axial compression of at least 2 inches, pressure of at least 5 psi, and temperature of at least 1,000 degrees F.

E. Acceptable Manufacturers:

1. Hyspan 2506-074-2.0

2. Metraflex EX201000

3. Or equal

2.4 FITTINGS

A. Stainless steel, pickled and passivated, schedule to match piping, ASTM A 403 WP-W, Type 316L "as welded" grade, ANSI B16.9 with beveled ends, Schedule 10.


2.5 FLANGES

A. Forged stainless steel, Type 316L, slip-on type, faced and drilled 150-pound, 1/16-inch raised face, ANSI B16.5 standard, 5/8 inches thick.

2.6 FACE RINGS

A. Stainless steel, ASTM A 240, Type 304L, ID drilled 1/16-inch larger than pipe OD. Thickness shall suit pipe wall thickness and welding procedure to avoid warpage.

2.7 BOLTING

A. Type 316 stainless, ASTM A 193, Grade B8M hex head bolts and ASTM A 194, Grade 8M hex head nuts.

2.8 GASKETS

A. Flexitallic “Style CG”, or equal, spiral wound, Type 316L stainless steel, non-asbestos filler suitable for 1,000 degrees F, 3/16 inch nominal thickness, with compression ring 1/8 inch thick.

2.9 COVERED WELDING ELECTRODES FOR SHIELDED METAL ARCPROCESS

A. For Type 304L Pipe: AWS 5.4, E 308L.

2.10 WELDING ROD AND BARE ELECTRODES FOR GAS TUNGSTEN ARC OR GAS METAL ARC PROCESSES

A. For Type 304L Pipe: AWS 5.9, ER 308L.

PART 3 - EXECUTION

3.1 WELDING

A. In accordance with latest editions of Section IX, ASME Boiler and Pressure Vessel Code and the American National Standard Code for Pressure Piping, ANSI B31.2 and B31.3 as applicable.

3.2 WELDING PROCEDURE QUALIFICATIONS

A. Furnish Engineer for prior review the procedure specifications and qualifications records of welding procedures for all pipe welding to be performed under this section, in accordance with Section IX, Article II of the ASME Boiler and Pressure Vessel Code.

3.3 WELDING PERFORMANCE QUALIFICATION

A. All welders and welding operators shall be qualified at the Contractor's sole expense by a qualified testing laboratory before performing any welding under this section. Qualification tests shall be in accordance with Section IX, Article III of the ASME Boiler and Pressure Vessel Code. Welders and operators shall be qualified for making groove welds in Types 304, 304L, 316, and 316L stainless steel pipe in position 6G for each welding process to be used.

B. Before the start of the work, Contractor shall submit a list of the welders he proposes using and the type of welding for which each has been qualified.


C. Qualification tests may be waived if evidence of prior qualification is deemed suitable by the Engineer. Contractor shall retest any welders at any time Engineer considers the quality of the welder's work substandard.

3.4 FABRICATION

A. End Preparation: Pipe edges shall be prepared preferably by machine shaping or cutting with an aluminum oxide blade. Oxygen or arc cutting are acceptable only if the cut is reasonably smooth and true and all slag is removed either by chipping or grinding. Beveled ends for butt-welding shall conform to ANSI B16.25.

B. Cleaning: Surfaces shall be clean and free of paint, oil, rust, scale, slag, or other material detrimental to welding. Before welding, wire brush joints to be welded with stainless steel wire brushes or stainless steel wool.

C. Alignment and Spacing: Align ends to be joined within existing commercial tolerances on diameters, wall thicknesses, and out-of-roundness. Root opening of the joint shall be as stated in the procedure specification.

D. Procedure:

1. The direct current, reverse polarity, shielded metal arc or gas metal arc processes or direct current, straight polarity, gas tungsten-arc process shall be used for all field welding. Shop fabrication shall be in accordance with the submitted welding procedure qualifications. No welding shall be performed if there is impingement of any rain, snow, sleet, or high wind on the weld area, or if the ambient temperature is below 32º F. If the ambient is less than 32 º F, local preheating to a temperature warm to the hand is required.

2. Tack welds shall be thoroughly cleaned to avoid porosity or pinholing in the cover pass and shall be small enough to be readily fused into the succeeding bead. Tack welds, if not made by a qualified welder using the same procedure as for the completed weld, shall be completely removed. Tack welds which are not removed shall be made with an electrode that is the same as or equivalent to the electrode to be used for the first weld pass. Tack welds which have cracked shall be removed.

3. Each layer of deposited weld metal shall be thoroughly cleaned before the deposition of each additional layer of weld metal, including the final pass, with a power-driven stainless steel wire brush. Surface defects that will affect the soundness of weld shall be chipped out or ground out.

4. Welds shall be free of cracks, incomplete penetration, weld undercutting, excessive weld reinforcement, porosity, slag inclusions, and other defects in excess of the limits prescribed in Chapter V of ANSI B31.3 as applicable.

5. Branch connections shall be fitted and groove-welded in accordance with the details described and shown in Chapter V of ANSI B31.3 as applicable.

END OF SECTION

MMSD – Exhaust Stack Extensions Issued for Bid June 27, 2013 Breechings, Chimneys, and Stacks 15050 - 1

SECTION 15050

BREECHINGS, CHIMNEYS, AND STACKS

PART 1 - GENERAL 1.1 SUMMARY

A. This section specifies double wall metal vents and accessories for gas fired appliances.

1.2 SUBMITTALS A. Product Data: Submit product data including materials, dimensions, weights, and

accessories.

B. Shop Drawings: Submits detailed layout shop drawings, plans and elevations, including required clearances, assembly, supports and installation instructions.

1.3 QUALITY ASSURANCE

A. Welder’s Qualifications: All welders shall be certified in accordance with AWS Standard D9.1, Specifications for Welding Sheet Metal.

B. Codes and Standards:

- NFPA: Comply with NFPA 211 “Standard for Chimneys, Fireplaces, Vents

and Solid Fuel Burning Appliances.” - UL: Comply with applicable portions of UL safety standards; provide products

which have been UL 103 listed and labelled. - SMACNA: Comply with SMACNA Low Pressure Duct Standards for

fabricated breeching and smoke pipe. - AWS: Comply with AWS Structural Welding Code for welder’s qualifications,

welding details, and workmanship standards. - ASHRAE: Comply with the ASHRAE Equipment Handbook for Chimney, Gas

Vent, and Fireplace Systems, material requirements and design criteria.

PART 2 - PRODUCTS

2.1 PRODUCTS

A. Double wall metal vents.

B. All steel, positive pressure, double wall stack:

1) Manufacturers: subject to compliance with requirements, provide all steel, positive pressure double wall vents of the following type:

a) Cheminee Lining.E Inc, model IPPL b) or equal

MMSD – Exhaust Stack Extensions Issued for Bid June 27, 2013 Breechings, Chimneys, and Stacks 15050 - 2

C. The factory built breeching system shall be made in accordance with NFPA 211. This stack system shall be designed and installed to be gas tight. It shall be UL Listed to withstand up to 60" w.c. positive pressures. This breeching system shall be designed to compensate for all flue gas induced thermal expansions. Air space insulation between inner and outer pipe shall be 2 inches thick. Clearances to combustible materials shall be per installation instructions.

D. The joint assembly shall be a male/female slip-type jointing with flange to flange

and V-band assembly. An internal sleeve serves for readily alignment as well as long term joint seal protection from condensate, water and flue gas temperature. Non-slip type joints are not acceptable.

E. The double wall stack has an inner gas carrying pipe of 20 gauge type 304

stainless steel. The outer jacket shall be 24 gauge 304 stainless steel. The materials and construction of the modular sections and accessories shall be as specified by the terms of the product’s UL Listing.

F. The breeching and stack shall be warranted against functional failure due to

defects in material and manufacturer’s workmanship for a period of 10 years from the date of delivery.

G. Drawings showing the actual layout and drawn to scale shall be provided by the

manufacturer. The system shall be installed as designed by the manufacturer and in accordance with the terms of the manufacturer’s 10 year warranty and in conjunction with sound engineering practice.

H. Technical services supports. The factory built modular stack system shall be

furnished by a vendor organization which assures design, installation and service coordination and provides in-warranty and post warranty unified responsibility for owner.

PART 3 - EXECUTION 3.1 INSTALLATION OF DOUBLE WALL CONNECTORS, BREECHINGS, AND VENTS

A. The stack system shall be installed according to the manufacturer’s installation instructions. The joining of pipe sections must be made using the assembly band, the finishing band and the appropriate sealing material.

END OF SECTION

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Shop Drawing of Existing East Boiler Flues

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Photo 1: Blower Building

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Extend Stack

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Photo 2: Blower Building

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Extend Stack

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Photo 3: East Boiler Stacks and Engine Generator Silencers at SCB2 ("Digester Building" on Plans Sheet 3)

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Photo 4: East Boiler Stacks and Engine Generator Silencers at SCB2

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Photo 5: East Boiler Stacks

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Photo 6: Base of Engine Generator Silencer

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Crack in base requires full depth penetration weld for repair

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Photo 7: Base of Engine Generator Silencer Requires Full Depth Penetration Weld for Repair

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Photo 8: West Boiler Building - Three (3) Rain Hats Required to be Removed

Madison MetropolitanSewerage District

Prepared by: JP

Date:Nine Springs Wastewater Treatment Plant

Building Locations 6/10/13

Gate 1

Gate 2

Gate 3Moorland Road

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2 2

3 3

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Building Name (Number) and Grid LocationAAeration Control Building No. 1 ( 27 )Aeration Control Building No. 2 ( 28 )Aeration Control Building No. 3 ( 29 )Aeration Control Building No. 4 ( 25 )Aeration Gallery No. 1 ( 30 )Aeration Gallery No. 2 ( 9 )BBiosolids End Use Facility ( 4 )Blower Building No. 1 ( 26 )Blower Building No. 2 ( 7 )Boiler Building ( 15 )DDAF Building ( 18 )DAF Thickeners ( 20 )Dewatering Building ( 3 )EEffluent Building ( 34 )Electrical Building U1 ( 12 )Electrical Building U15 ( 10 )Electrical Building U3 ( 42 )Electrical Substation U2 ( 32 )FFerric Chloride Vault ( 45 )GGas Control Building ( 13 )GBT Building ( 17 )GBT Polymer Building ( 6 )HHeadworks Building ( 2 )MMaintenance Shop No. 1 ( 37 )Maintenance Shop No. 2 ( 36 )Metrogro Pumping Station ( 1 )OOil Storage Building No. 1 ( 21 )Operations Building ( 24 )PPrimary Gallery No. 1 ( 23 )Primary Gallery No. 2 ( 8 )Primary Sludge Pumping Station No. 1 ( 14 )Primary Sludge Pumping Station No. 2 ( 16 )Pumping Station No. 3 ( 31 )SService Building ( 33 )Sludge Control Building No. 1 ( 11 )Sludge Control Building No. 2 ( 22 )Sludge Control Building No. 3 ( 43 )Sludge Gallery ( 19 )Storage Building No. 1 ( 35 )Storage Building No. 2 ( 38 )Storage Building No. 3 ( 5 )Struvite Harvesting Building ( 40 )VVehicle Loading Building ( 39 )WWAS Gallery ( 44 )WAS Thickening Bldg ( 41 )Waste Gas Burner ( 46 )

B2 B2 C2 B2 C2 A2

A2 B2 A2 B3

B3 B3 A2

B1 B3 B2 B3 B2

B3

B3 B3 B3

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C1 C1 A2

C3 B2

B3 A2 B3 B3 A1

B1 B3 C3 C3 B3 B1 C1 B2 B3

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1 Metrogro Pumping Station A2

2 Headworks Building A3

3 Dewatering Building A2

4 Biosolids End Use Facility A2

5 Storage Building No. 3 B2

6 GBT Polymer Building B3

7 Blower Building No. 2 A2

8 Primary Gallery No. 2 A2

9 Aeration Gallery No. 2 A2

10 Electrical Building U15 B2

11 Sludge Control Building No. 1 B3


13 Gas Control Building B3

14 Primary Sludge Pumping Station No. 1 B3

15 Boiler Building B3

16 Primary Sludge Pumping Station No. 2 B3

17 GBT Building B3

18 DAF Building B3

19 Sludge Gallery B3

20 DAF Thickeners B3

21 Oil Storage Building No. 1 C3

22 Sludge Control Building No. 2 C3

23 Primary Gallery No. 1 B3

24 Operations Building B2

25 Aeration Control Building No. 4 B2

26 Blower Building No. 1 B2



29 Aeration Control Building No. 3 C2

30 Aeration Gallery No. 1 C2

31 Pumping Station No. 3 A1

32 Electrical Substation U2 B2

33 Service Building B1

34 Effluent Building B1

35 Storage Building No. 1 B1

36 Maintenance Shop No. 2 C1

37 Maintenance Shop No. 1 C1

38 Storage Building No. 2 C1

39 Vehicle Loading Building C3

40 Struvite Harvesting Building B3

41 WAS Thickening Bldg B3


43 Sludge Control Building No. 3 C3

44 WAS Gallery B3

45 Ferric Chloride Vault B3

46 Waste Gas Burner C3

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