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5.2 Motion to Accept Bid for Bosster Station #16
BoardDocs® Pro Page I of 3 Agenda Item Details Meeting Sep 04, 2018 - REGULAR MEETING OF THEM UT PROSPECT VILLAGE BOARD - 7:00 p.m. Category 5. CONSENT AGENDA Subject 5.2 Motion to accept bid for Booster Station #16 - Roofing Removal and Replacement Project in an amount not to exceed $67,420.00. Access Public Type Action (Consent) Preferred Date Sep 04, 201�9 Absolute Date Sep 04, 201�9 Fiscal Impact Ye.2 Dollar Amount 67f420.0J Budgeted Ye*1 Budget Source Water and Sewer Fund Recommended Action Accept the lowest, responsible bid from Waukegan Roofing Co., Inc. of Waukegan, Illinois for the Booster Station #16 - Roof Removal and Replacement project for an amount not to exceed $67,420.00. Public Content The Village of Mount Prospect operates a water distribution system that uses booster pumping stations located throughout the Village. In 2012, the Village retained the services of a professional roofing architect to inspect and tit, evaluate the various pump and lift station roofs. Roofs were inventoried and a capital replacement plan was created based on age and condition assessment (Attached). Based on this assessment, staff requested funding for roof repairs or replacement at the water booster pumping station #16 Located at 1629 W. Algonquin Road. Booster Pump station #16 is the last of the booster stations in need of roof replacement. In 2015 the roofs for booster stations #5 and #17 were replaced. In 2016 the roof for booster station #4 was replaced and in 2017 the roof for booster station # 11 was replaced. Staff retained the professional services of STR-REG Group of Arlington Heights to prepare the plans and specifications for the roof replacement needed at Booster Pumping Station #16. The scope of work includes removing existing roof system down to the deck, installing a new single -ply roofing system with the R -Value to current code and installation of new sheet metal flashing. This style roof has a thirty (30) year life -cycle and comes with at twenty (20) year warranty. The bid documents were sent to eight (8) area firms who have experience in roof removal and replacement projects and to all firms that previously bid on the last four (4) roof replacement projects for the Village. The work was publicly advertised as required. https://www.boarddocs.com/il/vomp/Board.nsf/Public 9/4/2018 BoardDocs® Pro Page 2 of 3 On Thursday, July 26, 2018 a mandatory, pre-bid meeting was held with six (6) contractors attending, along with representatives from the Village and STR-REG. Based on the discussion, an addendum was issued for the project and this material was sent to all plan holders. On August 6, 2018, the bids were publicly opened and read. The following three (3) firms submitted bids (ranked from lowest dollars). Contractor Total Waukegan Roofing Co., Inc $611291.00 Riddiford Roofing Company $78,400.00 L Marshall Roofing and Sheet Metal, Inc. $87,200.00 All bids were reviewed to ensure that the addendum was considered and noted, material testing report included, that documents had all appropriate signatures, along with an appropriate bid security. The Low bidder, Waukegan Roofing Co., Inc. had all the appropriate documents, security and signatures. Based on the review of the bids, the lowest responsible bidder is Waukegan Roofing Co., Inc. of Waukegan, Illinois. Booster Pump station #17 is identical to booster pump station #16. In 2015 when booster station #17 roof was replaced, the low bidder came in at $79,500. The difference in cost comes from repairs needed to the precast concrete roof deck and the replacement of interior cast-iron piping and insulation for the roof"s storm drains. These repairs art not necessary at Booster pump station #16. As the apparent low bidder, Waukegan Roofing Co., Inc of Waukegan Illinois has not previously worked for the Village. Staff checked their references and all came back positive. Previous jobs included the Village of Lincolnshire"s municipal buildings, Lake County Municipal Government Complex, and the Lake County Forest Preserve District Public Safety building. They have also been involved in multiple school district roofing projects and private sector jobs. Staff is requesting a 10% contingency ($6,129.00) to address any unforeseen issues should they arise. A 10% contingency would bring the project award total to $67,420.10 (the $61,291.00 base bid plus the 10% contingency of $6f 129.00). Alternatives 1. Accept bid results for replacement of Booster #16 room replacement. 2. Action at discretion of Village Board. Staff Recommendation Staff recommend accepting the lowest, responsible bid from Waukegan Roofing Co., Inc. of Waukegan, Illinois for the Booster Station #16 - Roof Removal and Replacement project for an amount not to exceed $67,420.00. Sufficient funds for this proposed work exist in the current budget. 1 f SIII-)e(: I1&nuaIII (002),IIG:Xff: (12.1 1 7.-1.13) 7 K 1l;) Add&ndut15 K 201'.11.8.IIG- f (538 K[::13) .�17 -7 K[::3) .6 j���- g (400 K[::3) 1,Zoof C&ndi�-�.."io�n Assess t"n e in �-:Xtf: 4� [3(" WaUkeg&n 1fiing 1,Zoof III::3id d f: 3 IIS IIIi,) Administrative Content https://www.boarddocs.com/il/vomp/Board.nsf/Public 9/4/2018 BoardDocs® Pro Page 3 of 3 Executive Content All items under Consent Agenda are considered routine by the Village Board and will be enacted by one motion. There will be no separate discussion of those items unless a Board member or member from the audience so requests, in which the item will be removed from the Consent Agenda and considered in its sequence on the agenda. https://www.boarddocs.com/il/vomp/Board.nsf/Public 9/4/2018 Bid Request For BOOSTER STATION #16 Roofing Removal and Replacement Project MANDATORY PRE-BID: July 2611, 2018 — 11:OOAM Local Time BID OPENING: August 6th, 2018 — 1:00 P.M. Local Time Mount Prospect Public Works Department 1700 W. Central Road, Mount Prospect, Illinois 60056-2229 NOTICE TO BIDDERS Bid for Booster Station #16 Roofing Removal and Replacement Project Sealed bids will be received until 1:00 p.m. on August 6th, 2018 in the office of the Village Manager, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois 60056, In a separate, sealed envelope please submit bid clearly marked "Sealed Bid for Booster Station #16 — Roofing Removal and Replacement Project". The project includes, but is not limited to the following bid items: Removing existing roof system down to deck, installing a new single -ply roofing system with the R -value to current code, and installation of new sheet metal flashing. The work includes a Lump sum bid. Bid security in the form of a bid bond, certified check or cashier's check in an amount equal to 10 — percent of Base Bid must be submitted with the Bid. There will be a mandatory pre-bid conference at 11:00 p.m. on July 26th, 2018 at the project site, 1629 W. Algonquin Rd., Mount Prospect, Illinois. This is to familiarize themselves with the project. The meeting will be attended by both owner and consultant. This will be the only time that bidders will be allowed access to Project Site. Plans and Specifications may be obtained at the Village of Mount Prospect's Onvia Demandstar website using the following link All work under this Bid and the resulting contract shall comply with the Illinois Prevailing Wage Act, 820 ILCS 130/0.01 et seq. and the other applicable laws and ordinances. Offers may not be withdrawn for a period of ninety (90) days after the bid date without the consent of the Board of Trustees. Any Bid submitted unsealed, unsigned, sent via email or fax or received subsequent to the aforementioned date and time, will be disqualified and returned to the bidder. The Village reserves the right in its sole discretion, to reject any and all bids or parts thereof, to waive any irregularities technicalities and informalities in bid procedures and to award the contract in a manner best serving the interests of the Village. Village Manager Michael Cassady Table of Contents Section Page Notice to Bidders 2 Table of Contents 3 Instructions to Bidders 5 General Conditions 18 CCDD Information 28 Bid Form 29 Affidavit — Bid Certification Form 32 Bid Sheet 35 Contract 36 Labor and Material Payment Bond 43 Performance Bond M. SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS A. 01 10 00 — Summary of Work B. 01 20 00 — Price and Payment Information C. 01 22 00 — Unit Prices D. 01 30 00 —Administrative Requirements 1. INSERT — Materials List and Descriptions 2. INSERT — Roofing System Manufacturer's Certification E. 01 40 00 — Quality Requirements F. 01 42 00 — Definitions G. 01 50 00 — Temporary Facilities and Controls H. 01 60 00 — Product Requirements I. 01 70 00 — Execution and Closeout Requirements DIVISION 04 — MASONRY A. 04 01 00 — Maintenance of Masonry DIVISION 05 — METALS A. 05 01 30 — Maintenance of Steel Roof Decking DIVISION 06 — WOODS, PLASTICS, AND COMPOSITES A. 06 10 53 — Miscellaneous Rough Carpentry 3 Booster Station #16 2018 — Roof Replacement Project DIVISION 07 — THERMAL AND MOISTURE PROTECTION A. 07 01 50.19 — Preparation for Re -roofing B. 07 53 23 — EPDM Single -Ply Roofing C. 07 62 00 — Sheet Metal Flashing and Trim D. 07 90 05 — Joint Sealers DIVISION 08 — OPENINGS A. 08 62 00 — Unit Skylights DIVISION 09 — FINISHES A. 09 97 00 — Exterior Paint Finishes DIVISION 22 — PLUMBING A. 22 40 00 — Storm water Drainage LIST OF DRAWINGS BOUND HEREIN TITLE SHEET NUMBER COVER SHEET ROOF PLAN RP -1 DETAIL REFERENCE SHEET RP -2 ROOF EDGE FLASHING D-1 ROOF EDGE FLASHING D-2 ROOF EDGE FLASHING D-3 PARAPET FLASHING D-4 DRAIN FLASHING D-5 TYPICAL CURB FLASHING D-6 TYPICAL SKYLIGHT CURB FLASHING D-7 CLOSURE FLASHING D-8 TYPICAL INSIDE CORNER FLASHING D-9 TYPICAL OUTSIDE CORNER FLASHING D-10 METAL FABRICATION D-11 4 Booster Station #16 2018 — Roof Replacement Project INSTRUCTIONS TO BIDDERS 1) Bid. Bid forms are furnished by the Village. All bids must be submitted on the forms provided, complete and intact, properly signed in ink in the proper spaces, and submitted in a sealed envelope. All bids shall be delivered to the office of the Village Manager, Village Hall, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois 60056, not later than 1:00 p.m. on August 6th, 2018. Envelopes shall be plainly marked, "Sealed Bid for Booster Station #16 — Roofing Removal and Replacement Project" and with the following information: company's name, address, date and time of opening. Bids must be signed by an authorized official of the organization submitting the bid with the name of the official and his/her title typed below the signature. 2) Pre -Bid Conference. There will be a mandatory pre-bid conference at 11:00 a.m. on July 26th, 2018 at the Public Works Department office, 1700 West Central Road, Mount Prospect, Illinois 60056. 3) Bid Deposit; Surety. A bid deposit in the amount of ten percent (10%) of the total bid amount, payable to the Village, is required, unless otherwise stated in the bid package. The deposit must be in the form of a bid bond, certified check, or a bank cashier's check. All bid performance deposit checks will be retained by the Village until the bid award is made, at which time the checks will be promptly returned to the unsuccessful bidders. The bid performance deposit check of the successful bidder will be retained until surety bonding requirements have been satisfied and proof of insurance coverage is provided. 4) Alternate Multiple Bids/Specifications The Specifications describe the services that the Village feels is necessary to meet the performance requirements of the Village. It is not the desire or the intent to eliminate or exclude any bidder from bidding because of minor deviations, alternates or changes. Bidders desiring to bid on services which deviate from these Specifications, but which they believe are equivalent, are requested to submit alternate bids. However, alternate bids must be clearly indicated as such, and deviations from the applicable Specifications should be plainly noted. The bid must be accompanied by complete Specifications for the services offered. Bidders wishing to submit a secondary bid must submit it as an alternate bid. There is to be only one bid per envelope. The Village shall be the sole and final judge unequivocally as to whether any substitute is of equivalent or better quality. This decision is final and will not be subject to recourse by any person, firm or corporation. If the bidder wishes to qualify its bid or make special stipulations thereto, such qualifications or stipulations shall be stated on standard letterhead size sheets of paper, all attached to the bid form. 5) Erasures. All erasures or revisions of the bid must be initialed by the person signing the bid. 6) Receiving Of Bids. Bids received prior to the time of opening will be securely kept, unopened. The Village Clerk or his/her designee, whose duty it is to open the bids, will decide when the specified time has arrived, and no bid received thereafter will be considered. No responsibility will be attached to the Village or its representatives for the premature or non -opening of a bid not properly addressed and identified, except as otherwise provided by law. 7) Late Bids. Bids arriving after the specified time, whether sent by mail, courier, or in person, will not be accepted. These bids will either be refused or returned unopened. It is the bidder's responsibility for timely delivery regardless of the method used. Mailed bids which are delivered after the specified hour will not be accepted regardless of post marked time on the envelope. 8) Bids By Email And Fax. Email and Facsimile machine transmitted bids will not be accepted. 9) Error In Bids. When an error is made in extending total prices, the unit bid price will govern. Otherwise, the bidder is not relieved from errors in bid preparation. 10)Withdrawal Of Bids. A written request for the withdrawal of a bid or any part thereof may be granted if the request is received by the Director of the requesting Department prior to the specified time of opening. After the opening, the bidder cannot withdraw or cancel his bid for a period of ninety (90) calendar days, or such longer time as stated in the bid documents. 11)Bidders Qualifications. All bidders must submit the following information on or before the time at which the bid is required to be submitted: a. The location of the bidder's permanent place of business. b. Evidence of ability to provide an efficient and adequate plan for executing the work. c. A list of similar projects carried out by the bidder. d. A list of projects the bidder presently has under contract. e. Any additional evidence tending to show that the bidder is adequately prepared to fulfill the contract. 12)References: Background Check. Bidders shall include with its bid, on a separate sheet attached to the bid, the names of three (3) references regarding its financial qualifications and three (3) references regarding its qualifications by experience, ability, personnel and equipment to undertake work of the nature and extent contemplated by the bid and Specifications. References must include company name, address, contact person, and telephone number. The Village reserves the right to reject bids not accompanied by the required references. All Bidders, as a condition of and prior to entry into a contract, agree that a complete background investigation of the principals of the Bidder and all employees who will work on the project may be made. Bidders agree to cooperate with the appropriate 6 Booster Station #16 2018 — Roof Replacement Project Village personnel to supply all information necessary to complete these investigations. The Village in its complete discretion may disqualify any Bidder, including a low Bidder, and may void any contract previously entered into based upon its background investigation. 13) Consideration Of Bid And Contract. No bid will be accepted from or contractawarded to any person, firm or corporation that is in arrears or is in default to the Village upon any debt or contract, or that is a defaulter, as surety or otherwise, upon any obligation to the Village or had failed to perform faithfully any previous contract with the Village within two (2) years prior to the date of the invitation to bid. 14)Conditions. Bidders are responsible to become familiar with all conditions, instructions and Specifications governing this bid. The bidder is responsible to visit a site if necessary and its bid is based upon the knowledge of all information readily available at the site of such a visit. Once the bids have been opened, the failure to have read and understood all conditions, Specifications and instructions shall not be cause to alter the original bid or to request additional compensation. No extra compensation will be allowed the successful bidder for failure to inform or familiarize itself prior to bidding. 15) Interpretation Of Bid Documents. Any bidder in doubt as to the true meaning of any part of the Specifications or other bid documents may submit a written request for interpretation to the Village, as provided in the Specifications. Bidders will acknowledge receipt of any addendum issued by so noting on the bid sheet. Oral explanations are not binding. 16)Prices. Unit prices shall be shown for each unit on which there is a bid, and shall include all packing, crating, freight, and shipping charges, and cost of unloading at the destination unless otherwise stated in the bid. Unit prices shall not include any local, state or federal taxes. The Village is exempt, by law, from paying state and village retailer's occupation tax, service occupation tax, and federal excise tax. The Village will supply the successful bidder with its tax exemption number. Cash discounts will not be considered in determining overall price, but may be used in an overall evaluation. 17) Qualifications of Contractors. Factors: It is the intention of the Village to award the Contract only to a bidder who furnishes satisfactory evidence that it has the requisite experience, ability, capital facilities, plant organization and staffing to enable it to perform the work successfully and promptly, and to complete the work within the time set forth in the Bid Documents. The Village shall consider the following factors: a. The lowest responsible bid. b. The ability, capacity, and skill of the bidder to perform the contract to provide the service required. c. Whether the bidder can perform the contract or provide the service promptly, or within the time specified, without delay or interference. Booster Station #16 2018 — Roof Replacement Project d. The character, integrity, reputation, judgment, experience, and efficiency of the bidder. e. The quality of performance of previous contracts of services. f. The previous and existing compliance by the bidder with laws and ordinance relating to the contract or service. g. The sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service. h. The quality, availability, and adaptability of the supplies or contractual service to the particular use required. i. The ability of the bidder to provide future maintenance and service for the use of the subject of the contract. j. The number and scope of conditions attached to the bid. k. Whether the bidder has a place of business in the Village. I. Responsiveness to the exact requirements of the invitation to bid. m. Ability to work cooperatively with the Village and its administration. n. Past records of the bidder's transactions with the Village or with other entities as evidence of the bidder's responsibility, character, integrity, reputation, judgment, experience, efficiency and cooperativeness. o. Any other factor that the Village may legally consider in determining the bid thatis in the best interests of the Village. 18)Award Or Resection. The Village, at its sole discretion, reserves the right to rejectany and all bids or parts thereof, to waive any irregularities, technicalities and informalities, and to award a bid in the best interests of the Village. Any bid submitted will be binding for ninety (90) calendar days after the date of the bid opening. Bidders shall make all investigations necessary to thoroughly inform themselves regarding the equipment or supplies to be furnished in accordance with the bid. No plea of ignorance by the bidder of conditions that exist or that may hereafter exist as a result of failure or omission on the part of the bidder to make the necessary examinations and investigations will be accepted as a basis for varying the requirements of the Village or the compensation to the bidder. Any bidder's exceptions to the terms or conditions, or deviations from the written Specifications must be shown in writing and attached to the bid form. No verbal exceptions or agreements with employees of the Village will be considered valid. Such exceptions or deviations can be cause for rejection of the bid proposal. Any exceptions not taken by the bidder shall be assumed by the Village to be included. A contract will be awarded to the lowest responsible bidder complying with the conditions of the bid documents only when it is in the best interest of the Village to accept the bid. The Village shall be the sole judge of compliance with the Specifications. 19)Other Requirements. a. New Equipment. The bidder certifies that any equipment to be furnished shall be new, current model, standard production and fully operable, unless otherwise indicated on the bid form. 8 Booster Station #16 2018 — Roof Replacement Project b. Material, Equipment and Service Standards. Unless otherwise directed by the Specifications, all materials, equipment and services provided will meet standards or requirements which would normally be anticipated in common practice. The bidder guarantees that all applicable federal, state and local laws, including OSHA, are being complied with in connection with the bid and any resultant contract or purchase by the Village. c. Data; Proprietary. Complete and detailed brochures and specifications for vehicles equipment, materials, goods, supplies and/or services to be furnished must be included with each bid. Any reservations on the use of data contained in a bid must be clearly stated in the proposal itself. Unless stated otherwise, information submitted in response to the bid is not proprietary or confidential. d. Patented Devices, Materials, And Processes. Contract prices are to include all royalties and costs arising in the Work. It is the intent that whenever the Bidder is required or desires to use any design, device, material, or process covered by patent or copyright, the right of such use shall be provided for by suitable legal agreement with the patent owner. 20)Reguirement Of Bidder. The successful bidder shall, within ten (10) days after notification of the award of the contract: a) enter into a contract in writing with the Village covering all matters and things related to its bid; and b) furnish the required certificate of insurance and bonds. 21)Bid Certification Form. All bid submittals must include a signed Bid Certification Form (copy attached) certifying non -collusion in the bid, and that the bidder is in compliance with Sections 33E-3 and 33E-4 of the Illinois Criminal Code regarding bid rotating and bid -rigging, 720 ILCS 5/33E-3, 33E-4, compliance with the Illinois Drug Free Workplace Act, 30 ILCS 580/1, et seq., and Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., that it is not delinquent in the payment of taxes (65 ILCS 5/11-42.1) and that it has a written sexual harassment policy in place in full compliance with Section 2-105 of the Human Rights Act, 775 ILCS 5/2-105, as amended, Sections 33E-3 and 33E-4 states that it is unlawful to participate in bid -rigging and/or bid rotating. Therefore, all bidders must certify, under oath, that they are not barred from bidding on the contract as a result of a violation of Sections 33E-3 and/or 33E-4, prohibiting bid -rigging and bid rotation. Therefore, the Bid Certification Form must be notarized. 22) Interpretation Of Bid Documents. Any bidder in doubt as to the true meaning of any part of the Specifications or other bid documents shall submit a written request for interpretation to Anthony Bryant at abryant@burnsmcd.com, no later than five (5) calendar days prior to the date set for the opening of the bid. Any questions received after that time may be answered at the discretion of the Village. In the event that the Village finds a question to be adequately addressed in the existing bidding documents, the question may be answered in writing by directing the 9 Booster Station #16 2018 — Roof Replacement Project requesting bidder to the applicable provision(s) in the existing bid documents. No further clarifications or interpretations will be issued. Bidders will acknowledge receipt of any addendum issued by so noting on the bid sheet. Oral explanations are not binding. Questions about this Request for Bids should be directed to: Casey Botterman Water and Sewer Superintendent Mount Prospect Public Works Department 1700 West Central Road Mount Prospect, IL 60056 Phone: (847) 870-5640 Email: CBotterman@mountprospect.org 10 Booster Station #16 2018 — Roof Replacement Project GENERAL CONDITIONS 1) Definition of Terms. In these specifications and the accompanying documents, the several terms hereinafter defined shall be understood to mean as follows: The term "Award" shall mean the decision of the Village of Mount Prospect to accept the bid of the lowest responsible bidder for the work, subject to the execution and approval of a satisfactory contract therefore, and bond to secure the performance thereof, and to such other conditions as may be specified or otherwise required by law. The term "Bid" shall mean a formal written offer of a bidder to perform the proposed work in accordance with these specifications. The term "Bidder" shall mean any individual, firm, or corporation submitting a bid for the work contemplated. The phrase "Bid Documents" shall mean the Notice to Bidders, Table of Contents, Instructions to Bidders, General Conditions and Special Provisions, Specifications, Bid Form, Affidavit — Bid Certification Form, Bid Security, Bid Sheet, Other Materials or standards provided or noted by the Village, Contract, Performance Bond form, and Labor and Materials Payment Bond form. The term "Board" shall mean the Board of Trustees of the Village of Mount Prospect, Illinois. The term "CCDD" shall mean Clean Construction or Demolition Debris. The term, "Contract," shall mean the written agreement between the Village and the contractor, or between the owner and the contractor. The phrase "Contract Documents" shall mean the Bid Documents, bidder's submitted Bid Form, Bid Security, Bid Sheet, Contract and required bonds or letter of credit. The term "Contractor," as successful bidder, shall mean the individual, firm or corporation who shall have entered into an agreement or contract to furnish all necessary labor, equipment, tools and materials for the performance of the work under its bid and the Bid Documents. The phrase "Director of Public Works" shall mean the Director of Public Works representing the Village of Mount Prospect. The term "EPR" shall mean the Village's Engineering Project Representative. The phrase "Final Performance Date" shall mean the date that Substantial Performance and the punch list items must be completed. 11 Booster Station #16 2018 — Roof Replacement Project The term "Inspector" shall mean the authorized representative of the Director of Public Works assigned to make detailed inspection of any or all portions of the work or materials therefore. The phrase "Notice of Award" shall mean the written notice of award of the contract given by the Village to the successful bidder. The phrase "Notice to Bidders" shall mean the official notice included in the bid inviting bids for the proposed improvements. The phrase "Notice to Proceed" shall mean the official notice to the contractor that will start the performance period. The phrase "Performance Period" shall mean the time allotted for contractor to perform the contract from start to Substantial Performance. The term "Owner" shall mean the Village of Mount Prospect. The phrases "Payment and Performance Bond" and "Letter of Credit" shall mean the approved form of security furnished by the contractor and its financial institution as a guarantee that it will execute the work and pay all material providers and subcontractors. The terms "Plans" or Contract Drawings" shall mean all official drawings or reproductions of drawings pertaining to the work provided in the contract. The phrase "Project Schedule" shall mean the critical path schedule submitted by Contractor to the Village, which includes targeted dates of completion through the Substantial Completion Date. The term "Punch list" shall mean a list of items to be completed after Substantial Performance. The phrase "Special Provisions" shall mean any special directions and requirements prepared to cover the method or manner of performing work on a particular project, or cover the quantities or quality of the materials to be furnished under the contract which are not covered herein. The special provisions included in the contract shall govern the work and take precedence over the general provisions and STANDARD SPECIFICATIONS noted above wherever they conflict therewith, but they shall not operate to annul those portions of the general provisions with which they are not in conflict. The term "Specifications" shall mean the general and special provisions, instructions and requirements contained herein, together with written agreements and all other executed documents which describe the method of performing the work, the quantities, or the quality of material to be furnished under the contract. Additionally, the term specifications will refer to standard practices as outlined in the Illinois Department of Transportation's "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (R&BC), latest revision and the "STANDARD 12 Booster Station #16 2018 — Roof Replacement Project SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS" prepared by the ISPE, CECT, et al, latest revision. The term "Subcontractor" shall mean any individual, firm or corporation other than the contractor supplying labor, equipment, tools and materials for use in the work of the contract. The phrase "Substantial Performance" shall mean the date that the entire Project can be used for the purposes for which it was intended, i.e., only punch list items remain. The phrase "Substantial Performance Date" shall mean the date that substantial performance must be completed. The term "Village" shall mean the Village of Mount Prospect, Illinois. The terms "Village Manager" or "Manager" shall mean the Village Manager of the Village of Mount Prospect, Illinois or his duly appointed representative. The terms "Work" and "Project" are used interchangeably and shall mean the improvement advertised for letting, described in the bid form, indicated on the plans, and covered in the specifications and contract, and authorized alterations, extensions and deductions, including labor, tools, equipment, materials and incidentals necessary for the satisfactory completion of the project. The term, 1/2 stick" shall mean one-half the standard length of pipe, typically this is seven (7) feet. 2) Award of contract; Performance; Payment. a. Award of Contract. The Village will issue a Notice of Award to the successful bidder, advising that it has been awarded the contract. Within ten (10) days of delivery of the Notice of Award, by personal service or registered or certified U.S. mail, posted prepaid and receipt requested, Contractor shall execute the Contract, attached to the Bid Documents, and furnish the Village with the required bonds and certificate of insurance. b. Notice to Proceed. Upon the Village's receipt of the executed Contract, required bonds and certificate of insurance, the Village will issue and send to Contractor a Notice to Proceed, which will start the performance period. c. Substantial Performance; Final Completion. i. The Contract shall be substantially performed within seventy (70) days after the Notice to Proceed is effective (the Substantial Performance Date"). Substantial Performance is when the entire Project can be used for the purposes for which it was intended, i.e., only punch list items remain. i. Final completion shall be within thirty (30) days after the Substantial Performance Date (the "Final Performance Date"). 13 Booster Station #16 2018 — Roof Replacement Project d. Project Schedule. Within ten (10) days after the Contractor executes the Contract, Contractor shall submit to Village a Project Schedule to include targeted dates of completion of all construction and other requirements of the Contractor through the Substantial Completion Date. Contractor shall monitor schedule progress and provide monthly updates and revisions of the Project Schedule, as needed to Village. e. Liquidated Damages for Inexcusable Delay. i. Time is of the essence. The Contractor agrees that all work included in connection with this project must be completed by the Final Performance Date, or sooner, after receipt of Notice To Proceed. It is hereby acknowledged and agreed by both parties that the damages to the Village are not readily ascertainable but that the failure to timely complete this Work will materially and significantly damage the safety and well-being of the Village, its staff and the public, and that therefore a sum of 1,000.00 per day is a fair and reasonable damage estimate to compensate the Village for any such delay. If the Contractor fails to fully complete the Work in that time, then and in this event, the Contractor further expressly agrees that, for each day this Work and this contract shall remain uncompleted after that date, the Village may deduct the sum of $1,000.00 per day after the Final Performance Date, from the contract price as payment to the Village, by the Contractor of the liquidated damages sustained by reason of failure of the Contractor to complete the Project on or before the time aforesaid. i. Provided, however, that if the completion of this contract is delayed by the Village, by general strikes, acts of God, or casualty beyond the control of the Contractor, then and in such event, the time of completion of this contract shall be extended for such additional time as shall be caused by such delay. iii. Provided, always, however, that the Contractor shall, at the time of such delay, if any, demand of the Village, in writing, such additional time within which to complete the performance of the Contract. The Contractor will be required to notify the Village within three (3) days of such delay, stating the reason for same. If the Contractor does not notify the Village in writing, within three (3) days of the delay, no request for extension of time will be approved. f. Measurement of Quantities. All work completed under the contract will be measured by the Village according to United States standard measures. g. Payment. Payment under the Contract will be made in accordance with the Illinois Local Government Prompt Payment Act, 50 ILCS 505/1 et seq. h. Payment for Items Omitted when Partially Completed. Should the Village cancel or alter any portion of the contract which results in the elimination or non - completion of any portions of the work partially completed, the contractor will be 14 Booster Station #16 2018 — Roof Replacement Project allowed a fair and equitable amount covering all items of work incurred prior to the date of cancellation, alteration, or suspension of such work. A written change order may apply. i. Partial Payment. When requested, the contractor will make an approximate estimate, in writing, of the materials in place completed, the amount of work performed, and the value thereof, at the contract unit prices. From the amount so determined, there shall be deducted ten percent (10%) to be retained until after completion of the entire Work to the Village for payment, except that no amount less than $500 will be so certified unless the total amount of the contract is less than $500. In addition, an estimate may, at the discretion of the Village and upon presentation of receipted invoices and freight bills, be made for payment of the value of acceptable materials delivered on the Work or in acceptable storage places and not used at the time of such estimate. Ten percent (10%) shall be retained from the value of such materials until final payment. Such materials, when so paid for by the Village, shall become the property of the Village, and in the event of default by the Village, shall become the property of the Village, and in the event of default by the contractor, the Village may use or cause to be used such materials in the construction of the work provided for in the contract. The amount thus paid by the Village shall be deducted from estimates due the contractor as the material is used in the work. Partial payment for work or materials shall not be construed as an acceptance of the work or any part of it, or as a waiver of any provisions of the contract. Partial payment will only be granted if in the opinion of the Village sufficient labor and materials have been expended to warrant it. If partial payments are requested, the Contractor shall submit with each payment request a properly completed Contractor's Affidavit setting out, under oath, the name, address and amount due or to become due, of Contractor, each subcontractor, vendor, supplier or other appropriate party included in its cost, and for every party listed a full or partial waiver of lien, as appropriate. Beginning with the second payment request, and with each succeeding payment request, the Contractor shall submit Contractor's Affidavits and partial waivers of lien for each subcontractor and supplier showing that the amount paid to date to each is at least equivalent to the total value of that subcontractor's work, less retainage, included on the previous payment request. j. Acceptance and Final Payment. Whenever the Work shall have been completely performed on the part of the contractor, including Punch list items, and all parts of the Work have been approved by the Village and accepted by the Village, a final payment showing the value of the work will be prepared by the contractor as soon as the necessary measurements and computations can be made, all prior estimates upon which payments have been made being approximate only and subject to correction in the final payment. The amount of this estimate, less any partial or semifinal payments previously made and less any sums that have been deducted or retained under the provisions of the contract, will be paid to the 15 Booster Station #16 2018 — Roof Replacement Project contractor as soon as practicable after the final acceptance, provided the contractor has furnished to the Village the required maintenance bond and satisfactory evidence that all sums of money due for any labor, materials, apparatus, fixtures or machinery furnished for the purpose of such work have been paid or that the person or persons to whom the same may be due have consented to such final payment. If final payment is requested, the Contractor shall submit a properly completed Contractor's Affidavit setting out, under oath, the name, address and amount due or to become due, of Contractor, each subcontractor, vendor, supplier or other appropriate party included in its cost, and a full and final waiver of lien for the full amount of the Work, less retainage. The Contractor shall assign over to the Village all manufacturers' and suppliers' warranties respecting any part of the Work. The Contractor shall also deliver to the Village the required maintenance bond prior to Final Payment and upon receipt of Final Payment a set of Plans and Specifications annotated to show the Project "as -built." The acceptance by the contractor of the final payment shall constitute a release and waiver of any and all rights and privileges under the terms of the contract; further, the acceptance by the contractor of final payment shall relieve the Village from any and all claims or liabilities for anything done or furnished relative to the Work or for any act or neglect on the part of the Village relating to or connected with the Work. k Punch list. The Contractor shall notify the Village when it believes substantial performance of the entire Project has been achieved. The Village, and/or any independent consultant engaged by the Village, shall then inspect the Project site with the Contractor, and prepare and deliver to the Contractor within five (5) days thereafter, a written Punch list indicating items of construction which are not in material conformity with the Contract Documents. The Punch list items shall be completed by the Final Performance Date. Pending completion of Punch list items, the Village may withhold from amounts due to the Contractor an amount equal to but not greater than one and one-half (1'/2) times the estimated cost to complete Punch list items. I. Final Policing of the Sites. Before the completed work will be ready for the Village's final inspection, the contractor shall have removed from the project sites all surplus equipment, machinery, materials, debris, barricades, and signs. The contractor shall leave said project sites in the best possible condition to the complete satisfaction of the Village. m. Final Inspection. The Village shall make final inspection of all of the Work, as soon as practicable after notification in writing by the contractor that the work is completed and ready for acceptance. If the Work is not acceptable to the Village at the time of such inspection, the Village shall inform the contractor as to the particular defects to be remedied before final acceptance can be made. n. Alterations, Cancellations, Extensions and Deductions. The Village reserves the right to alter the plans, extend or shorten the improvement, add such incidental 16 Booster Station #16 2018 — Roof Replacement Project work as may be necessary, and increase or decrease the quantities of work to be performed to accord with such changes, including the deduction or cancellation of any one or more of the unit price items. Such changes shall not be considered as a waiver of any condition of the contract nor to invalidate any of the provisions thereof. A written change order may apply. All Work shall be done under the supervision of the Village's Director of Public Works, or a designated representative who shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress of the work, interpretation of the plans and specifications, acceptable fulfillment of the contract, compensation and disputes and mutual rights between contractors under the specifications. I. Change Orders. The Village may from time to time require changes in the Work. Such changes shall comply with Section 33-E9 of the Criminal Code, 720 ILCS 5/33E-9. m. Right of the Village to Terminate the Contract. i. If the Contractor fails to begin the Work under the Contract within the time specified, or fails to perform the Work in accordance with the terms of the approved schedule or performs the Work in a manner unacceptable to the Village, or neglects or refuses to remove materials or perform anew such Work as has been rejected by the Village, or if the Contractor shall become insolvent or be declared bankrupt, or shall make an assignment for the benefit of creditors, or from any other cause whatsoever shall fail to carry on the Work in a manner required by the Contract, the Village shall give notice as hereinafter provided to the Contractor and its surety in writing specifying such failure, delay, neglect, refusal or default, and if the Contractor, within a period of ten (10) calendar days after the giving of such notice, shall not proceed in accordance therewith, then the Village shall have full power and authority to declare the this Contract and the Contractor in default, and to forfeit the rights of the Contractor in this Contract. i. Upon declaration of Contractor's default, the Village may, at its option, call upon the surety to complete the Work in accordance with the terms of this Contract or may take over the Work, including any materials on the Work site as may be suitable and acceptable to the Village and may complete the Work by its own forces or on its own account, or may enter into a new contract or contracts for the completion of the Work, or may use such other methods as shall be required for the completion of the Work in an acceptable manner as the Village may in its discretion determine. i. All costs and charges incurred by the Village, together with the cost of completing the Work shall be deducted from any moneys due or which may become due on this to the Contractor under this Contract. Following any payment due and received by the Village from the Contractor's surety following default, if the expense so incurred by the Village is less than the sum paid to the Village by the surety under this Contract for work remaining, 17 Booster Station #16 2018 — Roof Replacement Project the surety shall be entitled to receive the excess difference paid to the Village. When such Contractor default costs incurred by the Village exceeds the sum paid to the Village for the work remaining under the Contract the Contractor and the surety shall be liable and shall pay to the Village the full cost of such additional expenses. 3) Performance of the Work. a. Accident Prevention. The contractor shall exercise every precaution at all times for the protection of persons and properties. The safety provisions of all applicable laws and ordinances shall be strictly observed. Any practice obviously hazardous, in the opinion of the Director of Public Works or his authorized representative, shall be immediately discontinued by the contractor upon his receipt of instructions from the Director of Public Works or an authorized representative to discontinue such practice. b. Clean-up. After all work under each task phase of the work is completed, the Contractor shall remove all loose debris and other materials not incorporated in the work from the site of the work. Any clean up or restoration to private property will be the responsibility of the Contractor. c. Construction Noise Restriction. All construction activities or alteration operations within the Village shall be performed only between the hours of 8:00 a.m. and 7:00 p.m. Variations from these time limitations shall be allowed only in the case of maintenance of operation of safety and traffic control devices such as barricades, signs and lighting, or to construction of an emergency nature. More stringent requirements may be assessed for work in state highway or railroad rights-of-way." Working hours outside these times must receive prior approval from the Village. d. General. The work to be performed under the contract includes the furnishing of all supervision, labor, materials, tools, equipment and incidentals of every kind and description necessary for construction, in accordance with the Contract Documents. e. Inspection. All materials and each part or detail of the work shall be subject at all times to inspection by the Village or its inspectors, and the contractor will be held strictly to the true intent of the Specifications in regard to quality of materials, workmanship and diligent execution of the contract. The Village or its inspectors shall be allowed access to all parts of the work and shall be furnished with such information and assistance by the contractor as is required to make a complete and detailed inspection. Materials, components or completed work not complying therewith may be rejected by the Village and shall be replaced by the Contractor at no expense to the Village. Any rejected material or component shall be removed at the entire expense of the Contractor, after written notice has been mailed by the Village to the Contractors that such materials or components have been rejected. The contractor shall, if the Village requests, remove or uncover such portions of the finished work as the Village may direct before final acceptance of the same. 18 Booster Station #16 2018 — Roof Replacement Project After the examination, the contractor shall restore said portion of the work to the standard required by the Specifications. If the work thus exposed or examined proves acceptable, the expense of uncovering or removing and the replacing of the parts removed shall be paid for as extra work; but if the work so exposed or examined is unacceptable, the expense of uncovering or removing and replacing of the same shall be borne by the contractor. f. Materials and Equipment. Except where the Specifications indicate otherwise, the Village is not responsible for providing any tools, equipment or storage under the contract in order to permit its completion of any contractual obligations under the contract, which may be awarded as the result of the bid. g. Personnel and Equipment. The contractor shall provide an adequate number of competently trained personnel with sufficient supervision to provide the services required, and contractor shall provide identification of its personnel if requested by the Village. Any contractor's employee whose employment is reasonably detrimental or objectionable to the Village shall be immediately transferred from the work -site upon the Village's request. The exercise of this option shall not be construed as placing the Village in charge of the Work or making the Village responsible for safety. All on the road vehicles or equipment shall be identified by the contractor's name for purpose of identification. All tools or equipment required to carry out the operations within the scope of the contract shall be provided by the Contractor, and shall meet the standards of the Federal Occupational Safety and Health Act and State of Illinois safety codes as may be required by law. The Village reserves the right to inspect the equipment that will be used prior to award of Bid. h. Protection and Restoration of Property. It is understood that in the execution of the Work herein provided for there may be interference with and/or damage to trees, shrubbery, crops, fences, railroad tracks, overhead structures such as poles, wires, cables, underground structures such as sewers, gas mains, telephone conduits and cables, water mains, drains, service connections, wires, pipes, conduits, located along, adjacent to, and/or crossing the locations of the Work, and that it may be necessary to relocate or reconstruct certain of such structures, improvements, and installations and/or to make repairs to the same by reasons of doing the Work herein provided for, and it is therefore particularly and specifically agreed that the Bidder except as otherwise herein provided, shall do the Work necessary for such relocation, reconstruction, and repair and shall bear and pay all of the cost and expense of such relocation, reconstruction, and/or repair of, and all damage done to any and all such pipe line and other structures, improvements, and installations, including service connections, if any, to adjacent property, existing at the date of the execution of the contract and/or existing, during the period of the Work to be done under the contract, which may be interfered with, damaged, and/or necessarily relocated, reconstructed, or repaired in the 19 Booster Station #16 2018 — Roof Replacement Project performance of the Work herein provided for, including the restoration and resurfacing of unpaved portions of public streets and alleys, rights-of-way, easements, and private property damaged or disturbed by the Work, the same to be restored to as good condition as the same existed at the time of the commencement of any such Work or relocation. It is further agreed that the owners of any structures, improvements, installations, referred to in the preceding paragraph shall have the right to do the Work or any part thereof necessary for the relocation, reconstruction, replacement, repair, and other Work required by reason of any interference with and/or damage to such structures, improvements, installations, due to the prosecution of the Work and upon completion of such Work by them done, said owners may render bills to the Bidder for the cost and expenses thereof which bills shall be paid by the Bidder without extra compensation therefore from the Village, upon demand by said owners, or upon demand made by the Village upon the Bidder for the payment thereof. i. Public Relations. The Contractor shall cooperate with the Village of Mount Prospect in maintaining a high degree of sensitivity to the needs of property and business owners along the project route. Contractor will distribute written public work notices to businesses and residences as required by the Village. j. Removal of Defective and Unauthorized Work. Work done without lines and grades being given, or beyond the lines shown on the plans or as given, except as herein provided, or any extra work done without authority will be considered as unauthorized and at the expense of the contractor, and will not be measured or paid for. Work so done may be ordered removed or replaced at the contractor's expense. All work which has been ordered to be removed or replaced shall be remedied or removed and replaced by the contractor in a manner approved by the Village at the contractor's expense. Upon failure of the contractor to comply promptly with any order of the Village made under this provision, the Village shall, after giving written notice to the contractor, have the authority to cause defective work to be remedied, or removed and replaced, orto cause unauthorized workto be removed, and deduct the cost thereof from any compensation due or to become due the contractor. k Scheduling. The contractor shall consult with the Village's Public Works Director or an authorized representative concerning the details and scheduling of the work contemplated herein, and shall be governed by the decisions of said Director or representative. I. Supervision. The contractor shall at all times have a competent person in charge of its work crew at the job site to whom the Village representative may issue directives. Such person shall be authorized to accept and act upon such directives. Such person shall be fluent in the English language. 20 Booster Station #16 2018 — Roof Replacement Project m. Work In Street Right — of — Way. All of contractor's construction work in street rights-of-way shall be done in strict accordance with the applicable controlling public agency's construction specifications, permitting, bonding, rules, and regulations. All costs for necessary permits and bonds shall be borne by the Contractor and considered incidental to the fixed item price of the applicable work. Contractor shall coordinate with the proper public officials and receive approval from said officials prior to any street closings or detouring required due to the work to be performed. Contractor shall protect existing vegetation from removal or damage wherever possible. Contractor shall confine construction work to specified construction limits as shown on the drawings or defined in the specifications. Should Contractor damage or remove any vegetation outside the construction limits, Contractor shall restore the affected area to its original state at no expense to the Village. 4) BOND; INSURANCE; INDEMNIFICATION. a. Performance and Labor and Material Payment Bond. Upon submission of the executed contract to the Village, Contractor shall furnish to the Village a surety bond in the amount one hundred and ten percent (110%) of the bid for the faithful performance of the Contract and to indemnify the Village against loss. The Contractor shall also furnish a labor and materials bond in the amount one hundred and ten percent (110%) of the bid to ensure payment for all labor and materials, including compliance with the provisions of law relating to the payment of the prevailing rate of wages. The premium of such bonds is to be paid by the Contractor. The surety must be with a substantial surety company satisfactory to the Village and authorized by law to do business in the State of Illinois and endorsed by a local representative of said surety company. All payment and performance bonds shall name the Village of Mount Prospect as Obligee and be written upon forms prepared or approved by the Village. Said bonds may be satisfied with a Letter of Credit, in the form acceptable to the Village, from a bank or savings and loan within the Chicago metropolitan area. The bonds and Letter of Credit shall remain in effect during the full term of the Contract and any extension thereof. Failure to so provide these bonds or Letter of Credit shall result in forfeiture of the bid bond/Letter of Credit to the Village as liquidated damages and not as a penalty, and the termination of the contract and/or withdrawal of the award. b. Insurance Requirements. In submission of a bid, the bidder is certifying that it has all insurance coverages required by law or that would normally be expected for bidder's type of work. In addition, the bidder is certifying that, as successful bidder/Contractor, upon execution of the Contract, it will provide Insurance of such types and in such amounts as may be necessary to protect itself and the interests of the Village against all hazards or risks of loss contemplated by the Contract. The Village shall be named as additional insured on all applicable insurance policies. Satisfactory certificates of insurance shall be filed with the Village upon 21 Booster Station #16 2018 — Roof Replacement Project execution of the Contract. The certificates shall state that thirty (30) days advance written notice will be given to the Village before any policy covered thereby is changed or canceled. Insurance coverage shall be in the following minimum amounts: Limit/ Limit/ Type of Insurance Ea. Occurrence Aggregate General Liability Bodily Injury $1,000,000 $3,000,000 Property Damage $1,000,000 $3,000,000 Contractual Ins. $1,000,000 $3,000,000 Automobile Liability Bodily Injury Property Damage Workers Compensation Employee Claims Employers Liability $1,000,000 $1,000,000 $1,000,000 $1,000,000 Statutory for Illinois $1,000,000 per accident c. Indemnification. The Contractor shall indemnify and save harmless the Village, its officers and employees and STR Building Resources, LLC from any and all liability, losses or damages, including attorneys fees and costs of defense, the Village may suffer as a result of claims, demands, suits, actions or proceedings of any kind or nature, including workers' compensation claims, in any way resulting from or arising out of the operations of the Contractor under the Contract, including operations of subcontractors; and the Contractor shall, at his own expense, appear, defend, and pay all fees of attorneys and all costs and other expenses arising therefrom or incurred in connection therewith; and, if any judgments shall be rendered against the Village in any such action, the Contractor shall, at his own expense, satisfy and discharge same. The Contractor expressly understands and agrees that any bonds, letters of credit or insurance protection required by the Contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to indemnify, keep and save harmless and defend the Village as herein provided. Contractor agrees to defend and hold harmless the Village and STR Building Resources, LLC from and against all demands, claims, suits, costs, expenses, damages and adjustments based upon any infringement of any patent relating to goods specified in the contract, and on account of the Village's use of any copyrighted or uncopyrighted, composition, trade secrets, secret process, proprietary rights, patented of unpatented invention, article or appliance furnished or used under the bid Specifications. 5) Compliance with Laws. a. Collusion. If at any time it shall be found that the person, firm, or corporation to 22 Booster Station #16 2018 — Roof Replacement Project whom the Contract has been awarded has, in presenting any proposal or proposals, unlawfully colluded with any other party or parties, then the Contract so awarded shall be null and void and the Consultant and his sureties shall be liable to the Village for all loss or damage which the Village may suffer thereby, and the Village may advertise for new bids for said work. b. Observance of Laws, Ordinances, and Regulations; Certifications of Compliance with Applicable Laws. The contractor shall, at all times during the life of this contract, observe and abide by all federal, state and local laws which in any way affect the conduct of the work and with all decrees and orders of courts or agencies of competent jurisdiction. Likewise, said contractor shall be governed by all municipal ordinances and regulations which in any way affect the conduct of the work. The contractor shall indemnify and save harmless the owner, its officers, agents, and employees against any claim or liability arising from or based on his violation of any law, ordinance, regulation, decree or order. The bidder and contractor, as successful bidder, shall comply with all applicable state, federal and local laws, including, but not limited to the following: i. Bid Ripping/Rotating. By submitting a bid, the Contractor certifies that no owner, officer or director is barred from contracting with any unit of state or local government as a result of violating the bid rigging or bid rotating provisions contained in 720 ILCS 5/33E-3 & 33E-4. i. Tax Payment. The Contractor certifies that it is not delinquent in the payment of any taxes to the Illinois Department of Revenue. (65 ILCS 5/11- 42.1-1) iii. Drug Free Workplace Act. The Contractor will comply with the requirements of the Drug Free Workplace Act if the contract is $5,000 or more and it has more than 24 employees at the time of entering into the contract (30 ILCS 580). iv. Preference to Veterans Act. The Contractor will comply with the Preference to Veterans Act (330 1 LCS 55). V. Substance Abuse Prevention Program. By submitting a bid, the Contractor certifies that the company has in place, to the extent not covered by a collective bargaining agreement that deals with the subject of the Act, a substance abuse prevention program that meets or exceeds the requirements of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq. vi. Non -Discrimination. The Contractor will comply with the Illinois Public Works Employment Discrimination Act (775 ILCS 10/1, etseq.) A. Equal employment Opportunity. The Contractor will comply with Article 2 of the Illinois Human Rights Act (775 ILCS 5/2-101, et seq.), including establishment and maintenance of a sexual harassment policy as required 23 Booster Station #16 2018 — Roof Replacement Project by Section 2-105, and the Rules and Regulations of the Illinois Department of Human Rights, including the EQUAL EMPLOYMENT OPPORTUNITY CLAUSE, which is a material term of all public contracts, as follows: EQUAL EMPLOYMENT OPPORTUNITY In the event of the contractor's non-compliance with the provisions of this Equal Employment Opportunity Clause or the Act, the contractor may be declared ineligible for future contracts or subcontracts with the State of Illinois or any of its political subdivisions or municipal corporations, and the contract may be cancelled or voided in whole or in part, and other sanctions or penalties may be imposed or remedies invoked as provided by statute or regulation. During the performance of this contract, the contractor agrees as follows - 1 ) ollows: 1) That he or she will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, marital status, order of protection status, national origin or ancestry, citizenship status, age, physical or mental disability unrelated to ability, military status or an unfavorable discharge from military service; and, further, that he or she will examine all job classifications to determine if minority persons or women are underutilized and will take appropriate affirmative action to rectify any underutilization. 2) That, if he or she hires additional employees in order to perform this contract or any portion of this contract, he or she will determine the availability (in accordance with this Part) of minorities and women in the areas from which he or she may reasonably recruit and he or she will hire for each job classification for which employees are hired in a way that minorities and women are not underutilized. 3) That, in all solicitations or advertisements for employees placed by him or her or on his or her behalf, he or she will state that all applicants will be afforded equal opportunity without discrimination because of race, color, religion, sex, sexual orientation, marital status, order of protection status, national origin or ancestry, citizenship status, age, physical or mental disability unrelated to ability, military status or an unfavorable discharge from military service. 4) That he or she will send to each labor organization or representative of workers with which he or she has or is bound by a collective bargaining or other agreement or understanding, a notice advising the labor organization or representative of the contractor's obligations under the Act and this Part. If any labor organization or representative fails or refuses to cooperate with the contractor in his or her efforts to comply with the Act and this Part, the contractor will promptly notify the Department and the contracting agency and will recruit employees from other sources when necessary to fulfill its obligations under the contract. 5) That he or she will submit reports as required by this Part, furnish all relevant information as may from time to time be requested by the Department or the contracting agency, and in all respects comply with the Act and this Part. 24 Booster Station #16 2018 — Roof Replacement Project 6) That he or she will permit access to all relevant books, records, accounts and work sites by personnel of the contracting agency and the Department for purposes of investigation to ascertain compliance with the Act and the Department's Rules and Regulations. 7) That he or she will include verbatim or by reference the provisions of this clause in every subcontract awarded under which any portion of the contract obligations are undertaken or assumed, so that the provisions will be binding upon the subcontractor. In the same manner as with other provisions of this contract, the contractor will be liable for compliance with applicable provisions of this clause by subcontractors; and further it will promptly notify the contracting agency and the Department in the event any subcontractor fails or refuses to comply with the provisions. In addition, the contractor will not utilize any subcontractor declared by the Illinois Human Rights Commission to be ineligible for contracts or subcontracts with the State of Illinois or any of its political subdivisions or municipal corporations. Title 44, Part 750, Section 750, APPENDIX A, Illinois Administrative Code, vii. PREVAILING WAGE. This contract calls for the construction of a "public work" within the meaning of the Illinois Prevailing Wage Act, 820 ILCS 130/1, et seq., as amended (the "Act"). The Contractor and all subcontractors are required to pay wage rates in accordance with the Act to all laborers, workers and mechanics. The Village has adopted the prevailing wages as determined by the Illinois Department of Labor ("IDOL") for Cook County. The prevailing rate of wages is revised by the IDOL and is available on the IDOL website, www.state.il.us/agency/idol/rates/rates. T . The Contractor and all subcontractors are solely responsible for checking the Department's website for revisions to prevailing wage rates. In the event that the IDOL should revise the prevailing rate of wages, then the revised rates shall apply to this Contract. In no case shall any revision in the rates of prevailing wages result in an increase in the total Contract price. All bonds provided by the Contractor under the terms of this Contract shall include such provisions as will guarantee the faithful performance of the Contractor's obligations under this clause and under the Prevailing Wage Act, 820 ILCS 130/1 et. seq. Contractor shall comply with all applicable provisions of the Prevailing Wage Act, including, but not limited to, the requirements of Section 5 of the Prevailing Wage Act, 820 ILCS 130/5. The Contractor, and all Subcontractors and Sub -Subcontractors participating on the Project, shall make and keep those records required under Section 5 of the Prevailing Wage Act in paper or electronic format. In conformance with the Act, each contractor and subcontractor, or other entity performing work on the project, shall maintain records of all laborers, mechanics and other workers employed by them on the project, including the following information on each worker: (1) name; (2) address; (3) telephone number when available; (4) social security number; (5) classification or classifications; (6) gross and 25 Booster Station #16 2018 — Roof Replacement Project net wages paid in each pay period; (7) number of hours worked each day; (8) starting and ending times of each day; (9) hourly wage rate; (10) hourly overtime wage rate; (11) hourly fringe benefit rates; (12) the name and address of each fringe benefit fund; (13) the plan sponsor of each fringe benefit, if applicable; and (14) the plan administrator of each fringe benefit, if applicable. These records shall be kept by the participating contractor and subcontractor for a period of not less than five (5) years from the date of last payment on the contract or subcontract. No later than the 15th day of each calendar month, each participating contractor and subcontractor shall submit a monthly certified payroll to the Village consisting of the above - referenced information as well as a statement signed by the participating contractor or subcontractor that certifies: (a) the records are true and accurate; (b) the hourly rates paid to each worker is not less than the general prevailing rate of hourly wages required under the Prevailing Wage Act; and (c) the contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false is a Class A misdemeanor. k Compliance with Freedom of Information Act Request. Section 7 of the Illinois Freedom of Information Act (FOIA), 5 ILCS 140/7, applies to public records in the possession of a party with whom the Village of Mount Prospect has contracted. The Village of Mount Prospect will have only a very short period of time from receipt of a FOIA request to comply with the request and there is a significant amount of work required to process a request including collating and reviewing the information. The bidder/contractor acknowledges the requirements of FOIA and agrees to comply with all requests made by the Village of Mount Prospect for public records (as that term is defined by Section 2(c) of FOIA) in the undersigned's possession and to provide the requested public records to the Village Mount Prospect within two (2) business days of the request being made by the Village of Mount Prospect. The bidder/contractor agrees to indemnify and hold harmless the Village of Mount Prospect from all claims, costs, penalties, losses and injuries (including but not limited to, attorney's fees, other professional fees, court costs and/or arbitration or other dispute resolution costs) arising out of or relating to its failure to provide public records to the Village of Mount Prospect under the contract. xi. Miscellaneous Contract Requirements 1. Contract Alterations. No amendment of a contract shall be valid unless made in writing and signed by the Village President, Village Manager, or their authorized representative. 2 Licenses and Permits. The Contractor shall procure at its own expense all necessary licenses and permits in connection with the work under the Contract. 3. Nonassignability. The contractor shall not assign the contract, or any part thereof, to any other person, firm or corporation without the 26 Booster Station #16 2018 — Roof Replacement Project previous written consent of the Village. Such assignment shall not relieve the contractor from its obligations or change the terms of the contract unless agreed by the Village at its sole discretion. 4. Notices. All notices required by the contract shall be given in writing. 5. Taxes. The contractor shall pay all federal, state and local taxes as may be applicable on all materials, labor and services furnished by it under the contract, and the amounts of such taxes shall be included in the unit prices bid. 27 Booster Station #16 2018 — Roof Replacement Project CCDD INFORMATION An environmental assessment of the project areas has been performed and it was found that there is no reason to believe that these projects sites contain contaminated soils. Uncontaminated Soil Certification Forms LPC -663 has been provided at the end of these bid documents. The full environmental data report can be provided upon request. The Contractor shall only be responsible for the disposal of clean construction debris. The Contractor shall prepare all bid pricing based on the assumption that all excavations and associated debris will comply with the clean construction debris disposal requirements and that the debris can and will be disposed of at any clean debris landfill. The Village or its CCDD consultant will prepare all Source Site Certification by Owner or Operator forms (or LPC -662 manifests) for each location and for each date of excavation during this project. These forms will be provided to the contractor by the engineering project representative or (EPR). The Contractor shall acquire one manifest for each load as outlined in the state regulations and shall be responsible for only the costs of disposal of clean construction debris. SUSPECT DEBRIS The Contractor shall only be responsible for the disposal of any and all clean construction debris. If the Contractor, for whatever reason, suspects that an excavation, debris load, or any portion thereof, may contain non -clean construction debris, then he shall immediately notify the Village or the EPR. The Public Works Department can be reached at 847-870-5640. If the Village or EPR agree that the material is suspect then the Contractor shall set aside that suspect load or portion thereof on site or at a holding area identified by the Village. The Contractor shall at that time be no longer responsible for the disposal of that load or portion thereof. The Village and its CCDD consultant will become responsible for the testing and subsequent disposal of all suspect debris. 28 Booster Station #16 2018 — Roof Replacement Project BID FORM Booster Station #16 — Roofina Removal and Replacement Village of Mount Prospect Department of Public Works FROM: (hereinafter called "Bidder") TO: Office of the Village Manager, 3rd Floor 50 South Emerson Street Mount Prospect, Illinois 60056 (hereinafter called "Village" or "Village of Mount Prospect") Bid For: Booster Station #16 — Roofina Removal and Replacement Project The bidders have familiarized themselves with the work and probable work conditions required under this Bid affecting the cost of the work and with the Bid Documents which include: Notice to Bidders Table of Contents Instructions for Bidders General Conditions and Special Provisions Specifications Bid Form Affidavit — Bid Certification Form Bid Security Bid Sheet — 2018 — Roof Replacement Project Contract Document Labor and Materials Payment bond form Performance Bond Form Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel, labor, materials, tools appurtenances, equipment, and services (including all utility and transportation services) required to construct and complete the Work, all in accordance with the above listed documents. Bidder agrees to perform all of the Work and provide the equipment and materials described in the Bid Documents, as follows: Bidder has bid on all items and has provided a price for all items. The Bidder acknowledges that it is responsible for verification of all pipe sizes and depths priorto the ordering of materials. 29 Booster Station #16 2018 — Roof Replacement Project The Bidder will complete and provide all labor, equipment, materials and mobilization (if applicable) to perform the Work as incidental to the fixed item price for each item proposed. In submitting this bid, the Bidder understands that the Village of Mount Prospect reserves the right to add to or subtract from the estimated quantities. The Village of Mount Prospect intends to award one (1) contract (if at all) for the items bid. If written notice of award of this bid is mailed, emailed or otherwise delivered to the Bidder at any time before this bid is withdrawn, the Bidder agrees to execute and deliver the contract in the prescribed form and furnish payment and performance bonds, or letter of credit, and the insurance certificates required by the Bid Documents to the Village within ten (10) days after receipt. The Bidder, and as successful bidder/Contractor upon award of the Contract understands and agrees to the following: 1) The Contractor agrees to provide all Work and items and material to the Village as noted in the Bid Documents and comply with the requirements of the Bid Documents. 2) The Contractor agrees to comply with all applicable state and federal laws, rules and regulations, and county and municipal ordinances, as described in the General Conditions. All Addenda pertaining to this project shall be acknowledged by the Bidder in the spaces provided below: Addendum No. Addendum Date Acknowledgement by Bidder or Authorized Representative Date Acknowledged Failure to acknowledge receipt, as provided above, may be considered sufficient grounds for disqualification of the bidder and rejection of his/her bid submittal. A record of all Addenda and copies of same will be available to all qualified bidders from the Village of Mount Prospect Public Works Department, 1700 West Central Road, Mount Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to become fully advised of all Addenda prior to submitting its bid. 30 Booster Station #16 2018 — Roof Replacement Project 3d II:"'binm 11: age 3 Upon award the contract the Village will send Notice of Award to the successful bidder, the bidder must then execute the contract and provide the required bonds or letter of credit and certificate of insurance to the Village within ten (10) days. The Village will then issue a written Notice to Proceed, which starts the performance period and the contractor then has ten (10) days to commence work. The contractor shall reach substantial completion within seventy (70) consecutive calendar days after the Notice to Proceed with final completion thirty (30) days thereafter. Failure to complete the work in the designated time frame may result in the Director of Public Works withholding compensation due the contractor for failure to complete the said work in the designated time frame, calling the bonds, or taking such other action as may be available. Security in the sum of ten (10%) percent of the amount bid in form of (check one): Bid Bond Certified Check Bank Cashier's Check is attached hereto in accordance with the "Instructions for Bidders". This Bid Submittal contains the following: 1) Bid Form 2) Affidavit — Bid Certification Form 3) Bid Security 3) BID SHEET(S) — BOOSTER STATION #16 - ROOFING REMOVAL AND REPLACEMENT PROJECT Respectfully submitted: Name of Firm/Bidder- (Signature) Title- Date- Contact itle: Date:Contact Information: Official Address- ddress: Telephone- Telephone: Email- Email: ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEETS (Pages 42-53) ALONG WITH THE AFFIDAVIT — BID CERTIFCATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED ENVELOPE.VILLAGE OF MOUNT PROSPECT 31 Booster Station #16 2018 — Roof Replacement Project slid Ceirfificaflon IC:: uITu IC:I 3c 1 AFFIDAVIT — BID CERTIFICATION FORM Bidder: Company/Firm Name: Address: As a condition of entering into a contract with the Village of Mount Prospect, and under oath and penalty of perjury and possible termination of contract rights and debarment, the undersigned, being first duly sworn on oath, deposes and states that he or she is (sole owner, partner, joint ventured, President, Secretary, etc.) of and has the authority to make all (Name of Company) certifications required by this affidavit. Section I Non Collusion The undersigned certifies that this bid is genuine and not collusive or a sham, that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, to fix the bid price element of this bid, or of that of any other bidder, or to secure any advantage against any other bidder or any person interested in the proposed contract. Section 11 Bid Riaaina and Rotatina The undersigned further states that (Name of Company) is not barred from bidding or contracting as a result of a conviction for violations of state laws prohibiting bid rigging or bid rotating or any similar offense of any state of the United States, as provided in Sections 33E-3 and 33E-4 of the Illinois Criminal Code, 720 ILCS 5/33E-3, 33E-4. Section III Drua Free Workplace The undersigned further states that (Name of Company) provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS 580/1, et seq., and has, to the extent not covered by a collective bargaining that deals with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., a substance abuse prevention program that meets or exceeds these requirements of that Act. slid Ceirfificaflon IC:: uITu IC:I 3c 32 Booster Station #16 2018 — Roof Replacement Project AFFIDAVIT — BID CERTIFICATION FORM Section IV Tax Payment The undersigned further states that is (Name of Company) not delinquent in payment of any taxes to the Illinois Department of Revenue, in accordance with Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition voids the contract and allows the municipality to recover all amounts paid to the individual or entity under the contract in civil action. Section V Sexual Harassment Policy Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a public contract must: "Have written sexual harassment policies that shall include, at a minimum, the following information: (1) the illegality of sexual harassment; (11) the definition of sexual harassment under State law; (111) a description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process including penalties; (V) the legal recourse, investigative and complaint process available through the Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how to contact the Department and Commission; and (VII) protection against retaliation as provided by Section 6-101 of the Act. (Illinois Human Rights Act)." A "public contract" includes: ... every contract to which the State, any of its political subdivisions or any municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002), The undersigned further states that has (Name of Company) a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105 (A) (4). It is expressly understood the foregoing statements and representations and promises are made as a condition to the right of the bidder to receive payment under any award made under the terms and provisions of this bid. The undersigned certifies that all information contained in this Affidavit is true and correct. Signed by: Signature Name Printed: Signed and sworn to before me this day of 120 My commission expires: Notary Public Title: 33 Booster Station #16 2018 — Roof Replacement Project BID SECURITY Included with this bid is a bank cashier's check, certified check or bid bond in the amount of , being ten percent (10%) of the total amount bid by the Bidder, in favor of the Village of Mount Prospect. It is hereby agreed that, should Bidder be awarded the Work contemplated under this bid and fail or refuse to execute a contract for said Work, or to provide the required payment and performance bonds, or letter of credit, and certificate of insurance, then this security, in the amount stipulated above, shall be forfeited and may be retained by the Village of Mount Prospect as liquidated damages and not as a penalty. All bids to remain firm for a period of ninety (90) days after bid opening date. SUBMITTED THIS DAY OF , 2018. SEAL (if corporation) Bidder: Bidder's Agent and Agent's Title Title Note: If bidder is a partnership, the bid must be signed by at least two of the partners. Note: If bidder is a corporation, the bid must be signed by an authorized officer of the corporation, attested and sealed by the secretary or other authorized officer. If a corporation, note here the state of incorporation: Incorporated under the laws of the State of 34 Booster Station #16 2018 — Roof Replacement Project BID SHEET SUMMARY OF PRICES: OFFERS: 1. Having examined the Place of Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by STR-SEG for the above-mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform Work of for the Sum of: 2. 3. dollars ($ ), in lawful money of the United States of America. UNIT PRICES 4. The following are Unit Prices for specific portions of Work as listed. The following is the list of Unit Prices: ITEM DESCRIPTION UNIT QUANTITY ITEM VALUE a. Repair of steel roof deck per square foot $ b. Replacement of steel roof deck per square foot $ c. Replacement of 2 by 4 or 2 by 6 wood blocking per linear foot $ d. Replacement of 2 by 8 or 2 by 10 wood blocking per linear foot $ CHANGES TO THE WORK 5. When Owner and Consultant establish that the method of valuation for Changes in Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be: 1. percent overhead and profit on the net cost of our own Work; 2. percent on the cost of Work done by any Subcontractor. 35 Booster Station #16 2018 — Roof Replacement Project PROPOSED SUBCONTRACTORS FORM B. The following Work will be performed (or provided) by Subcontractors and coordinated by us: 1. WORK SUBJECT SUBCONTRACTOR NAME ADDRESS PHONE -FAX -EMAIL 2. WORK SUBJECT SUBCONTRACTOR NAME :DD: PHONE -FAX -EMAIL 3. WORK SUBJECT SUBCONTRACTOR NAME :DD: PHONE -FAX -EMAIL 4. WORK SUBJECT SUBCONTRACTOR NAME :DD: PHONE -FAX -EMAIL C. If Owner has a reasonable and substantial objection to any Subcontractor on this list, and refuses, in writing, to accept such person or organization, Bidder may, at their option, withdraw their Bid, or submit an acceptable substitute, with any adjustment to their Bid price occasioned by such substitution, for Owner's consideration. 36 Booster Station #16 2018 — Roof Replacement Project CONTRACT THIS Contract (hereinafter the "Contract") is entered into on this day of , 20187 by and between the VILLAGE OF MOUNT PROSPECT, an Illinois municipal corporation (hereinafter the "Village"), and , an (hereinafter the `Contractor") (Village and Contractor sometimes referred to individually as "Party" and collectively as "Parties"), WHEREAS, the Village has solicited competitive bids for its "2018 Roof Replacement Project"; and WHEREAS, the Contractor submitted a bid to perform the work associated with the 2018 Roof Replacement Project (hereinafter the "Bid"); and WHEREAS, upon its review of the submitted bids, the Village has awarded the contract to perform the work associated with the 2018 Roof Replacement Project to the Contractor, subject to the execution of this Contract; NOW, THEREFORE, for and in consideration of their mutual promises, covenants, undertakings and agreements, the parties agree as follows: ARTICLE I — CONTRACT DOCUMENTS This Contract is subject to the terms and conditions set forth in the Contract Documents, which are incorporated herein as if fully set forth, and include the following Bid Documents with Bidder's/Contractor's Bid Submittals prioritized to be included in number6*: 1. Notice to Bidders 2. Table of Contents 3. Instructions to Bidders 4. General Conditions and Special Provisions 5. Specifications 6. Bid Submittals, including Bid Form, Affidavit — Bid Certification Form, Bid Security, Bid Sheet (*Bidder's/Contractor's completed Bid Submittals) 7. Other materials or standards provided or noted by the Village 8. Contract 9. Applicable performance and labor and materials payment bonds, or letterof credit. (Collectively the "Contact Documents") ARTICLE II — PERFORMANCE BY CONTRACTOR The Contractor agrees to perform the work, including all labor, materials, equipment and services, in accordance with the terms and conditions set forth in the Contract Documents (hereinafter the "Work"). 2. The Contractor acknowledges that the Village reserves the right to add to or subtract from the estimated quantities. 37 Booster Station #16 2018 — Roof Replacement Project 3. The Contractor certifies that it will comply with all state and federal laws and regulations, and county and municipal ordinances, as set forth in the General Conditions. ARTICLE III — PERFORMANCE BY VILLAGE The Village agrees to pay the Contractor for its performance of the Work in the manner and amount provided in the Contract Documents. ARTICLE IV - CONFLICT BETWEEN CONTRACT DOCUMENTS In the event of a conflict between any Contract Document and the terms of this Contract, the Contract shall control to the extent of the conflict. In the event of any other conflict between Contract Documents, the preceding Document shall govern to the extent of the conflict based upon the order of priority set forth in Article I of this Contract, unless otherwise specifically stated. ARTICLE V — COMMENCEMENT AND COMPLETION OF WORK After the written Notice to Proceed is issued by the Village, which will start the performance period, the Contractor then has 10 days to commence work. The Contractor shall achieved substantial performance within seventy (70) consecutive calendar days after the Notice to Proceed has been issued with final performance thirty (30) days thereafter. The Contractor shall commence performance of the Work and complete performance of the Work, in accordance with the schedule set forth in the Contract Documents, but in no event shall any Work be performed prior to the Village's receipt of this Contract, executed by Contractor, and the Village's acceptance and approval of the payment and performance bonds, or letter of credit, and certificate of insurance required by the Contract Documents. ARTICLE V — NOTICE Unless otherwise provided, all notices required under this Contract shall be made in writing and addressed or delivered as follows: TO THE VILLAGE OF MOUNT PROSPECT - The Village of Mount Prospect 1700 West Central Road Mount Prospect, Illinois 60056 ATTN: Director of Public Works TO CONTRACTOR- at the address set forth on the Bid Form, or: Notices shall be deemed effective when received by personal service or registered or certified U.S. mail, postage prepaid and receipt requested, to the address so specified. Either Party may, by written notice to the other, change its own mailing address. 38 Booster Station #16 2018 — Roof Replacement Project ARTICLE VI — PRIOR AGREEMENTS: SUCCESSORS This Contract supersedes all previous agreements, understandings and representations of any nature whatsoever, whether oral or written, and constitutes the entire understanding between the Parties. The terms of this Contract shall be binding upon and inure to the benefit of the parties and the partners and officials, successors in interest, executors, administrators, assigns and representatives and their respective successors and assigns, provided, however, that the Contractor shall not assign, sublet or transfer any rights or interest in this Agreement in whole or in part without the prior written approval of the Village, except to the extent that the Contract Documents provide otherwise. ARTICLE VII - DEFAULT BY CONTRACTOR If the Contractor fails to begin the Work under the Contract within the time specified, or fails to perform the Work in accordance with the terms of the approved schedule or performs the Work in a manner unacceptable to the Village, or neglects or refuses to remove materials or perform anew such Work as has been rejected by the Village, or if the Contractor shall become insolvent or be declared bankrupt, or shall make an assignment for the benefit of creditors, or from any other cause whatsoever shall fail to carry on the Work in a manner required by the Contract, the Village shall give notice as hereinafter provided to the Contractor and its surety in writing specifying such failure, delay, neglect, refusal or default, and if the Contractor, within a period of ten (10) calendar days after the giving of such notice, shall not proceed in accordance therewith, then the Village shall have full power and authority to declare the this Contract and the Contractor in default, and to forfeit the rights of the Contractor in this Contract. Upon declaration of Contractor's default, the Village may, at its option, call upon the surety to complete the Work in accordance with the terms of this Contract or may take over the Work, including any materials on the Work site as may be suitable and acceptable to the Village and may complete the Work by its own forces or on its own account, or may enter into a new contract or contracts for the completion of the Work, or may use such other methods as shall be required for the completion of the Work in an acceptable manneras the Village may in its discretion determine. All costs and charges incurred by the Village, together with the cost of completing the Work shall be deducted from any moneys due or which may become due on this to the Contractor under this Contract. Following any payment due and received by the Village from the Contractor's surety following default, if the expense so incurred by the Village is less than the sum paid to the Village by the surety under this Contract for work remaining, the surety shall be entitled to receive the excess difference paid to the Village. When such Contractor default costs incurred by the Village exceeds the sum paid to the Village for the work remaining under the Contract the Contractor and the surety shall be liable and shall pay to the Village the full cost of such additional expenses. ARTICLE VIII - DEFAULT BY VILLAGE In the event of a material default by the Village under this Contract, the Village shall have sixty (60) days, from notice thereof by Contractor, to cure the default prior to Contractor's termination of this Contract. The failure to pay a contested invoice shall not be considered a material default. Upon termination, the Village shall be responsible to pay any uncontested payments due for work performed. 39 Booster Station #16 2018 — Roof Replacement Project ARTICLE IX —VENUE The parties hereto agree that for purposes of any lawsuit(s) between them concerning this Agreement, its enforcement, or the subject matter thereof, venue shall be in Cook County, Illinois, and the laws of the State of Illinois shall govern the cause of action. ARTICLE X - SEVERABILITY OF CONTRACT If any term of this Contract is held by a court of competent jurisdiction to be void or unenforceable, the remainder of the Contract terms will remain in full force and effect and will not be affected. ARTICLE XI - CUMULATIVE REMEDIES The exercise or failure to exercise any legal rights and remedies associated with any act of default or breach hereunder by either Party will not constitute a waiver or forfeiture of any other rights and remedies, and will be without prejudice to the enforcement of any other right or remedy available by law or authorized by this Contract. ARTICLE XII - COMPLIANCE WITH LAWS Each party to this Contract will comply with all applicable state and federal laws and regulations, and county and municipal ordinances and regulations. ARTICLE XIII - DISPUTE RESOLUTION Should a dispute arise between the Village and the Contractor as to the terms and conditions of the Contract, or the responsibilities, limitations, or working relations of either Party, the designated project personnel will make every reasonable effort to resolve the difference in accordance with the terms and conditions of the Contract. If a dispute continues despite these efforts, it shall be referred to the Parties' Project Managers. If the above action fails to resolve the dispute, the Parties may, by agreement, elect to resolve the dispute through a mediation process. Each Party shall bear its own costs in preparing and conducting mediation, except that the costs, if any, of the actual mediation proceeding shall be shared equally by the Parties. The mediation process is defined as follows: The Parties shall select a mutually agreeable mediator from American Arbitration Association lists or any other agreeable list to aid the Parties in resolving the dispute. The mediator shall not be an employee or former employee of either Party. The first meeting shall be held at a location chosen by the Village. At the meetings, each Party may present materials and/or arguments to the mediator. The mediator's decision shall be not being binding upon either Party. In the event that the foregoing steps fail to resolve the dispute, either Party may bring suit in the Circuit Court of Cook County, Illinois. ARTICLE XIV -ASSIGNMENT No rights or interest in this Contract may be assigned by Contractor without prior written notice being provided by Contractor to the Village and the Village's written approval. The Village shall not unreasonably withhold its approval of such assignment. In the event of an assignment, the Contractor shall not be relieved of its obligations under the Contract unless agreed to by the Village, at its sole discretion. 40 Booster Station #16 2018 — Roof Replacement Project ARTICLE XV - RECRUITING The Parties shall not, without the consent of the other Party, entice, encourage, offer special inducements, or otherwise recruit employees of the other Party during the period of this Contract and for a period of one (1) year thereafter. This clause is not intended to restrict any individual's right of employment but rather is intended to preserve the relationship intended under this Contract and to prevent the Parties from actively recruiting the employees of the other Party. ARTICLE XVII -COUNTERPARTS This Contract may be executed in counterparts, each of which shall be an original and all of which together shall constitute one and the same agreement. ARTICLE XVIII -ENFORCEABILITY If any provision of this Contract is found to be invalid, illegal or unenforceable, that provision shall be severable from the rest of this Contract and the validity, legality and enforceability of the remaining provisions will in no way be affected or impaired. ARTICLE XIX - EFFECTIVE DATE The effective date of this Contract shall be the date of the last signature executing the Contract (hereinafter referred to as the "Effective Date"). ARTICLE XX -ADVERTISEMENT Contractor shall not use, in its advertising, marketing programs, or other promotional efforts, any data, pictures, or other representation of the Village, except with the specific written authorization in advance by the Village. ARTICLE XXI - CAPTIONS: HEADINGS The paragraph headings which appear herein are included solely for convenience and shall not be used in the interpretation of this Contract. ARTICLE XXII — ENTIRE AGREEMENT This Contract, consisting of the Contract Documents, constitutes the entire agreement between the Parties for the subject matter hereof and supersedes all prior arrangements, agreements, representations and undertakings, written or oral. This Contract may not be changed or modified except by a written instrument duly executed by each of the Parties hereto. 41 Booster Station #16 2018 — Roof Replacement Project IN WITNESS WHEREOF, the Parties hereto have executed this Contract. Contractor: VILLAGE OF MOUNT PROSPECT Title- itle: Date- Date: ATTEST- ATTEST: Title- Title: Date- Date: Booster Booster Station #16 2018 — Roof Replacement Project Title: Date: ATTEST: Title: Date: 42 VILLAGE OF MOUNT PROSPECT LABOR AND MATERIAL PAYMENT BOND Principal Amount- mount: Contract- Contract: KNOWN KNOWN ALL MEN BY THESE PRESENTS, that the Village of Mount Prospect, an Illinois municipal corporation (hereinafter "Village"), has awarded to f as Principal (hereinafter "Contractor"), a written agreement with the Village dated (hereinafter "Contract"), for in accordance with the drawings and specifications prepared by: STR Building Resources, LLC which Contract is incorporated herein and made a part hereof; and WHEREAS, the Contractor is required to furnish a bond in connection with the Contract to secure the payment of claims of laborers, workmen, mechanics, material suppliers, and other persons as provided by law; NOW, THEREFORE, we, the undersigned Contractor and with main office at as Surety, are held and firmly bound unto the Village in the penal sum of Dollars ($ ), lawful money of the United States, for which payment well and truly to be made we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these present. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor shall fully, promptly pay for all laborers, workmen and mechanics engaged in the work under the Contract, and not less than the general prevailing rate of hourly wages as required by the Contract and the Illinois Prevailing Wage Act, 820 ILCS 130/1 et seq., and for all material used or reasonably required for use in the performance of the Contract, and all duly authorized modifications, alterations, changes or additions to said Contract as may hereafter be made, then this obligation shall be null and void; otherwise it shall remain in full force and effect, subject to the following conditions:. 1. A "Claimant" is defined as any person, firm or corporation having contracts with Contractor or with a subcontractor of Contractor to furnish labor, materials, or both, for use in the performance of the Contract. "Labor and materials" is construed to include that part of water, gas, power, light, heat, oil, gasoline, 43 Booster Station #16 2018 — Roof Replacement Project telephone service, rental of equipment, and any other items for which a mechanic's lien may be asserted. 2 Any person having a claim for labor and materials furnished in the performance of the Contract shall have no right of action unless he shall have filed a verified notice of such claim with the Village Clerk within 180 days after the date of the last items of work or the furnishing of the last item of materials, and filed a copy of that verified notice upon the Contractor within 10 days after the filing of the notice with the Village Clerk. Filing must be by personal service or United States Mail, postage prepaid, certified or restricted delivery, return receipt requested, limited to addressee. The notice shall contain 1) the name and address of the claimant; 2) the business address of the claimant within the State of Illinois, if any, or if the claimant be a foreign corporation having no place of business within the State, the principal place of business of the corporation, and in the case of partnership, the names and residences of each of the partners; 3) the name of the Contractor for the Village; 3) the name of the person, firm or corporation by whom the claimant was employed or to whom such claimant furnished materials; 4) a brief description of the public improvement for the construction or installation of which the Contract is to be performed; and 5) a description of Claimant's contract as it pertains to the public improvement describing the work done by the claimant and stating the total amount due and unpaid as of the date of the verified notice. No defect in the notice herein provided for shall deprive the claimant of its right of action under the terms and provision of this Bond unless it shall affirmatively appear that such defect has prejudiced the rights of an interested party asserting the same. 3. No action shall be brought on this Bond later than one year after the date of the last item of work or of the furnishing of the last item of materials. Such suit shall be brought only in the circuit court of the State in the judicial district in which the Contract is to be performed. 4. The Village shall not be liable for the payment of any costs or expenses of any such lawsuit, and the Village does not have any obligations to any Claimants who make claims on this Bond. Surety will pay for all such claims, and for all costs and expenses of any such lawsuit, up to a maximum of the amount of this Bond. Surety hereby expressly agrees that no extension of time, change, modification, alteration, deletion, or addition to the undertakings, covenants, terms, conditions, and agreements of the Contract, or to the work to be performed thereunder, shall in any way affect the obligation of this Bond; and it does hereby waive notice of any such extension of time, change, modification, alteration, deletion, or addition to the undertakings, covenants, terms, conditions, and agreements of the Contract, or to the work to be performed thereunder. Surety's obligations hereunder are independent of the obligations of any other surety for the payment of claims of laborers, workmen, mechanics, material suppliers, and other persons in connection with the Contract; and suit may be brought against Surety 44 Booster Station #16 2018 — Roof Replacement Project and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairingthe Village's rights against the others. Any payment by the Surety made in good faith pursuant to this Bond shall reduce the principal amount of this Bond. Signed and sealed this day of , 201 Contractor By: Signature Title ATTEST: Corporate Secretary (corporations only) STATE OF COUNTY OF Surety By: Officer Of The Surety Title Address: NOTARY I, , a Notary Public in and for said county, do hereby certify that (Insert Name of Attorney -In -Fact for Surety) who is personally known to me to be the same person whose name is subscribed to the foregoing instrument on behalf of Surety, appeared before me this day in person and acknowledge respectively that he/she signed, sealed, and delivered said instrument as his/her free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of 201 Notary Signature: My Commission expires: (Attach Surety's Power of Attorney) 45 Booster Station #16 2018 — Roof Replacement Project VILLAGE OF MOUNT PROSPECT PERFORMANCE BOND I:=1101C•7 Principal Amount: Contract: KNOWN ALL MEN BY THESE PRESENTS, that Contractor ,as Principal (hereinafter "Contractor"), and , with main office at a corporation of the state of as Surety (hereinafter "Surety"), are held and firmly bound unto the Village of Mount Prospect, an Illinois municipal corporation (hereinafter "Village"), in the penal sum of Dollars ($ ), lawful money of the United States, for the payment of which, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has entered into a written agreement with the Village dated (hereinafter "Contract"), for the construction of in accordance with the drawings and specifications prepared by: (Village of Mount Prospect or architect/engineer), which Contract is incorporated herein and made a part hereof. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor shall fully, promptly and completely discharge the Contract and all duly authorized modifications, alterations, changes, or additions to said Contract as may hereafter be made, and during the life of any guaranty required under the Contract, and, if Contractor shall fully secure and protect the Village from all liability and from all loss or expense of any kind, including all court costs and attorneys' fees made necessary or arising from the failure, refusal or neglect of Contractor to comply with all obligations assumed by Contractor in connection with the performance of the Contract and all such modifications, alterations, changes, or additions, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Upon receipt of written notice from the Village that the Contractor is in default, and performance by the Village of its obligations under the Contract, Surety will promptly (1) remedy the default; (2) arrange for the performance of Contractor's obligations under the Contract through the use of qualified contractors acceptable to the Village; or (3) notify the Village that it may hire a contractor to complete Contractor's obligations under the Contract. Surety will promptly notify, in writing, the Village of which option it is exercising. Failure of the Surety to elect an option within fifteen (15) days of receipt of the notice from the Village shall constitute authorization to the Village to complete the improvements at Surety's expense. The balance of the contract price shall be credited against the cost of completing and/or correcting the Contractor's performance under the Contract. If the cost exceeds the balance of the contract price, the Surety shall pay the excess amount to the Village, up to a maximum of the principal amount of this Bond. If the Surety arranges for completion and/or correction or remedies the default, the balance of the contract price that is required to complete, correct or remedy the default shall be paid by the Village to Surety. Surety will be responsible, up to the maximum of the principal amount of this Bond, for payment for correction and completion of the Contract, any 46 Booster Station #16 2018 — Roof Replacement Project additional legal, design professional or delay costs arising from Contractor's default and/or resulting from action or inaction on the part of the Surety and liquidated damages, or, if no liquidated damages are provided for in the Contract, actual damages caused by delayed performance or non-performance by the Contractor or Surety. The Village shall not be required to pay Surety more than the balance of the contract price. The term "balance of the contract price" means the total amount payable by the Village to the Contractor under the contract, and any amendments thereto, less the amounts paid to the Contractor by the Village. Any suit under this Bond must be filed before the expiration of two years from the date on which final payment under the Contract is due or the applicable statute of limitations, whichever is longer. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the Village or its heirs, executors, administrators or successors. Any proceeding, legal or equitable, under this Bond may be instituted in a court of competent jurisdiction in the location in which the work is located. Notice to any of the parties shall be mailed to the appropriate address listed above. Surety hereby waives notice of any modifications, alterations, changes, additions or extension of time in the Contract. Signed and sealed this day of 1201 Contractor Surety By: By: Signature Title ATTEST: Corporate Secretary (corporations only) STATE OF COUNTY OF Title Officer Of The Surety Address: NOTARY I, , a Notary Public in and for said county, do hereby certify that (Insert Name of Attorney -In -Fact for Surety) who is personally known to me to be the same person whose name is subscribed to the foregoing instrument on behalf of Surety, appeared before me this day in person and acknowledge respectively that he/she signed, sealed, and delivered said instrument as his/her free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of 1201 Notary Signature: My Commission expires: 47 Booster Station #16 2018 — Roof Replacement Project „ ,,wI ff'-I11:, !W., IIIIIIII "3;6 SECTION 01 10 00 SUMMARY OF WORK PART1-GENERAL 1.1 PROJECT DESCRIPTION A. Project Name: Roof Replacement at Mt. Prospect Booster Station #16. B. Owner's Name: Village of Mount Prospect. C. Consultant's Name: STR-SEG (STR Building Resources LLC). D. The Project Base Bid Work generally consists of roofing removal and replacement on Roof Areas 1 and 2 at Booster Station #16, to include, but not limited to the following:. 1. Removal and disposal of existing roofing, flashing and insulation down to the structural roof deck; 2. Providing gypsum roof sheathing and self -adhering vapor retarder; 3. Providing new curb for exhaust vent and new prefabricated dome assembly atskylight; 4. Providing tapered insulation substrate and cover board; 5. Providing fully -adhered EPDM single -ply roof system; 6. New prefinished metal flashings at perimeters of roof area and at projections as required. 1.2 CONTRACT DESCRIPTION A. Contract Type: One single prime contract based on a Stipulated Price, as described in the Contract Documents, at the discretion of Owner. 1.3 OWNER OCCUPANCY A. Owner intends to continue to occupy the existing building during entire construction period. B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. C. Schedule Work to accommodate Owner's access and occupancy. 1.4 CONTRACTOR USE OF SITE AND PREMISES A. Arrange use of site and premises to allow: 1. Owner occupancy. 2. Work by Others. 3. Work by Owner. 4. Use of site and premises by the public. B. Provide access to and from site as required by law and by Owner: 1. Emergency Building Exits During Construction: Keep exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 2. Do not obstruct roadways, sidewalks, or other public ways without permit. C. Existing building spaces may not be used forstorage. D. No smoking will be allowed on premises. 1.5 WORK SCHEDULE A. Work with Owner and Consultant to coordinate a schedule of Work that provides the least possible impact to Owner. B. Conduct Work operations with the following restrictions: 1. Normal Work hours shall be Monday through Friday, between 6:00 a.m. and 6:00 p.m. 2. Weekend work may be conducted only with prior written agreement of Owner no later than 24 - hours preceding proposed weekend Work. 3. The timeframe of this Contract does not anticipate Contractor to exceed a 40 -hour work week for individual personnel. Overtime and premium time will not be a consideration without priorwritten 14494 Mt. Prospect Booster Station #16 - Roof Replacement SUMMARY OF WORK 01 1000-1 agreement of the Owner. 4. Work shall commence on or after August 13, 2018 and shall be Substantially Complete no later than September 24, 2018. 1.6 WORK BY OWNER A. None. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement 1 1000-2 SUMMARY OF WORK „ l u,'.III1:V ,-!W., IIIIIIII "3;6 SECTION 01 20 00 PRICE AND PAYMENT PROCEDURES PART1-GENERAL 1.1 SECTION INCLUDES A. Schedule of Values. B. Applications for Progress Payments. C. Modification Procedures. D. Application for Final Payment. 1.2 RELATED REQUIREMENTS A. Section 01 21 00 - Allowances: Payment and modification procedures relating to allowances. B. Section 01 22 00 - Unit Prices: Monetary values of unit prices, payment and modification procedures relating to unit prices. 1.3 SCHEDULE OF VALUES A. Submit AIA form G703 -Continuation Sheet. 1. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Consultant for approval. 2. Forms filled out by hand will not be accepted. B. Revise schedule to list approved Change Orders, with each Application for Payment. 1.4 APPLICATIONS FOR PROGRESS PAYMENTS A. Payment Period: Submit at intervals stipulated in the Agreement. B. Submit one copy of the following: 1. Contractor's original invoice to match the amount requested, less the retainage. 2. AIA form G702 - Application and Certificate for Payment. a. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Consultant for approval. b. A retainage of 10 -percent of the requested amount shall be withheld on each progress payment. c. Forms filled out by hand will not be accepted. d. Execute certification by signature of authorized officer. 3. AIA form G703 —Schedule of Values. a. For each item, provide a column for listing each of the following: 1) Item Number. 2) Name of Contractor 3) Description of Work. 4) Scheduled Values. 5) Previous Applications. 6) Work in Place and Stored Materials under this Application. 7) Authorized Change Orders. 8) Total Completed and Stored to Date of Application. 9) Percentage of Completion. 10) Balance to Finish. 11) Retainage. 14494 Mt. Prospect Booster Station #16 - Roof Replacement PRICE AND PAYMENT PROCEDURES 01 2000-1 Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of Work performed. 4. Contractor's Partial Waiver of Lien, including affidavit of material supplier and subcontractor payees, where applicable, to match the amount requested. 5. Supplier's material and subcontractor's partial or final Waivers of Lien, where applicable, to match the affidavit amount stated. 6. Updated Project Schedule. 7. Affidavits of compliance with the prevailing wage rate determination, including those from subcontractors as a separate Adobe (*.pdf) file(s) for each submission. 8. Justification for payment for materials not in-place by means of supplier invoices, bills of lading, Waivers of Lien, etc. C. Submit scanned electronic copies of each Application for Payment as an Adobe (*.pdf) document and send electronically to Consultant at the following email addresses: dmarguardtp_str-segecom and sbatch elornstr-segecom D. Consultant will certify Applications for Payments as a representation that Work has progressed to the point indicated and, that to the best of their knowledge, information and belief, the quality of Work is in accordance with the requirements of Contract Documents. 1. Application for Payments will be reviewed and processed on Fridays, and if acceptable, will be submitted to Owner electronically with a copy sent to Contractor for verification. 2. For unacceptable or missing attachments, Consultant will issue instructions directly to Contractor. 1.5 MODIFICATION PROCEDURES A. For minor changes not involving an adjustment to Contract Price or Contract Time, Consultant will issue instructions directly to Contractor. B. For other required changes, Consultant will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order. 1. The document will describe the required changes and will designate method of determining any change in Contract Price or Contract Time. 2. Promptly execute the change. C. For changes for which advance pricing is desired, Consultant will issue a document that includes a detailed description of a proposed change with supplementary or revised Contract Drawings and specifications. 1. Prepare and submit a fixed price quotation within 5- days. 2. Proposed cost shall include furnishing labor, materials and equipment necessary to perform Work as described, as well as applicable costs, expenses, profit, overhead, applicable taxes and fees. 3. Indicate any change in Contract Time for executing the change, with a stipulation of any overtime Work required and the period of time during which the requested price will be considered valid. D. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract. E. Substantiation of Costs: Provide full information required for evaluation. For Unit Price work, provide following data: a. Date of work, using standard field form. b. Quantities of product/material used. c. Verification by authorized representative of Owner. d. Digital photos documenting existing conditions and finished Work. e. As -built drawing(s) referencing the location of Work performed. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 01 2000-2 PRICE AND PAYMENT PROCEDURES „ ,, wI ff'- III1:V ,—!W. , IIIIIIII "3;6 2. For time and material (T&M) work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. Support each claim for additional costs with additional information: a. Origin and date of claim. b. Dates and times Work was performed, and by whom. c. Time records and wage rates paid. d. Invoices and receipts for products, equipment, and subcontracts, similarly documented. F. Execution of Change Orders: Submit Changes on AIA G701 Change Order form for signatures of parties as provided in the Conditions of the Contract. G. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price. 1.6 APPLICATION FOR FINAL PAYMENT A. Prepare Application for Final Payment as specified for progress payments, except identifying total adjusted Contract Price, previous payments, inclusion of any/all Change Orders, and with zero sum remaining due. B. Application for Final Payment will not be considered until the following have been accomplished: 1. Closeout procedures specified in Section 01 70 00 – "Execution and Closeout Requirements” PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement PRICE AND PAYMENT PROCEDURES 01 2000-3 This page intentionally left blank „ ,, wI ff'- III1:V ,—!W. , IIIIIIII "3;6 SECTION 01 22 00 UNIT PRICES PART1-GENERAL 1.1 SECTION INCLUDES A. Costs Included. B. Measurement of Quantities. C. Payment. D. Schedule of Unit Prices. 1.2 COSTS INCLUDED A. Unit Prices included on the Bid Form shall include full compensation for required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of Work; overhead and profit. 1.3 MEASUREMENT OF QUANTITIES A. Measurement methods delineated in the individual specification sections complement the criteria of this section. In the event of conflict, the requirements of the individual specification section govern. B. Take all measurements and compute quantities. Measurements and quantities will be verified by Owner. C. Assist by providing necessary equipment, workers, and survey personnel as required. D. Measurement by Area: Measured by square dimension using mean length and width or radius. E. Linear Measurement: Measured by linear dimension, at the item centerline or mean chord. F. Measurement by Board Foot: Measured by surface Area, in square feet, multiplied by the thickness (or average thickness) of the material, in inches. 1.4 PAYMENT A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by Work and accepted by Consultant, multiplied by the unit price. 1. Unit Prices are intended to be applied to small quantities of additional Work. 2. Owner may, at any time, request to utilize time and materials (T&M) breakdown of additional Work, in lieu of the Unit Prices. B. Payment will not be made for any of the following: 1. Products/materials wasted or disposed of in a manner that is not acceptable. 2. Products/materials determined as unacceptable before or after placement. 3. Products/materials not completely unloaded from the transporting vehicle. 4. Products/materials placed beyond the lines and levels of the required Work. 5. Products/materials remaining on hand after completion of Work. 6. Loading, hauling, and disposing of rejected Products/Materials. 1.5 SCHEDULE OF UNIT PRICES A. Item No. 1: Repair of steel roof decking, per square foot. Cost for installation of sheet metal reinforcing plate over deteriorated areas; or preparation and rust painting of existing roof deck: Section 05 0130. B. Item No. 2: Replacement of steel roof decking, per square foot. Cost for removal of damaged or deteriorated roof decking and replacement with new steel roof decking; shall include any required perimeter sheet metal supports or stitch plates where new decking does not match and/or "nest” into adjacent, existing decking: Section 05 01 30. C. Item No.3: Replacement of 2 by 4 or 2 by 6 wood nailers/blocking, per linear foot. Cost for removal of deteriorated wood members and replacement with new, matching materials: Section 06 10 53. 14494 Mt. Prospect Booster Station #16 - Roof Replacement UNIT PRICES 01 2200-1 D. Item NoA: Replacement of 2 by 8 or 2 by 10 wood nailers/blocking, per linear foot. Cost for removal of deteriorated wood members and replacement with new, matching materials: Section 06 10 53. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement 1 2200-2 UNIT PRICES „ l u,'.III1:V ,-!W., IIIIIIII "3;6 SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS PART1-GENERAL 1.1 SECTION INCLUDES A. Project Coordination. B. Preconstruction Meeting. C. Progress Meetings. D. Construction Progress Schedule. E. Progress Photos. F. Submittals for Rexview. G. Submittals for Information. H. Submittals for Project Closeout. I. Number of Copies of Submittals. J. Submittal Procedures. 1.2 RELATED REQUIREMENTS A. Document 00 50 00 - Contracting Forms and Supplements. B. Document 00 73 00 -Supplementary Conditions. C. Section 01 20 00 - Price and Payment Procedures: Submission of schedule of values. D. Section 01 70 00 - Execution and Closeout Requirements: Project record documents. 1.3 PROJECT COORDINATION A. Cooperate with Owner's Project Coordinator in allocation of mobilization areas of site; for access, traffic, and parking facilities. B. During construction, coordinate use, security and access of site and facilities through Project Coordinator. C. Comply with Project Coordinator's procedures for intra -project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts. D. Comply with instructions of Owner's Representative/Project Coordinator for use of temporary utilities and construction facilities. E. Comply with Consultant's procedures for intra -project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts. F. Make the following types of submittals to Consultant: 1. Requests for interpretation. 2. Requests for substitution. 3. Shop drawings, product data, and samples. 4. Test and inspection reports. 5. Manufacturer's instructions and field reports. 6. Applications for payment and change order requests. 7. Progress schedules. 8. Coordination drawings. 9. Closeout submittals. PART 2 - PRODUCTS (NOT USED) 14494 Mt. Prospect Booster Station #16 - Roof Replacement ADMINISTRATIVE REQUIREMENTS 01 3000-1 PART 3 - EXECUTION 3.1 PRECONSTRUCTION MEETING A. Consultant will schedule a meeting after execution of contract. B. Attendance Required: 1. Owner or Designated Representative. 2. Consultant. 3. Contractor. C. Agenda: 1. Verification of submission of Schedule of Values and progress schedule. a. Verification that MSDS sheets for applicable products/materials are available on-site during construction. 2. Designation of personnel representing the parties to Contract, including emergency contact information. 3. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 4. Expectations of the Owner and Consultant. a. Review of job site conditions and requirements. b. Response to any questions relative to scope of the work. 5. Use of premises by Owner and Contractor. 6. Construction facilities and controls provided by Owner. 7. Temporary utilities provided by Owner. 8. Survey and building layout. 9. Security and housekeeping procedures. D. Contractor is encouraged to photograph or otherwise document existing conditions of adjacent construction and site improvements to remain, that might be construed as damage caused bywork performed under this contract. 1. Deliver documentation of pre-existing conditions to the Consultant and/or Owner prior to start of Work. 2. Shall provide documentation on a weekly basis. E. Consultant will record minutes and distribute copies within ten (10) days after meeting to all participants, and other parties affected by decisions made. 3.2 PROGRESS MEETINGS A. Consultant, as requested by the Owner, shall conduct Progress meetings at regularly scheduled times convenient for all parties involved. B. Consultant will record observations and distribute copies within days after meeting to participants, and other parties affected by decisions made. 3.3 CONSTRUCTION PROGRESS SCHEDULE A. Within 10 -days after date of the Agreement, submit a proposed schedule defining planned operations for the performance of Work for review. B. If preliminary schedule requires revision after review, submit revised schedule within 5 -days. C. Within 20 -days after review of preliminary schedule, submit draft of proposed complete schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. D. Within 10 -days afterjoint review, submit complete schedule. E. Submit updated schedule with each Application for Payment. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 01 3000-2 ADMINISTRATIVE REQUIREMENTS „ ,, wI ff'- III1:V ,—!W. , IIIIIIII "3;6 3.4 SUBMITTALS FOR REVIEW A. Submit the following information, and/or as specified in individual sections, for review. 1. Project contact list. 2. Product/material data. 3. Shop drawings, as applicable. 4. Sheet metal color chart for selection. 5. Sealant color samples for selection. 6. Samples a. Provide samples as required or as requested. Install required samples on site; do not submit samples to Consultant. 7. Materials List and Descriptions on provided form, as appended in this section. B. Submit to Consultant for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, and finish selection by Owner. 3.5 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Sample warranties and notifications. 2. Certificate of Insurance: Provide copy of certificate(s), with Owner as certificate holder. The Architect/Consultant (and other entities as listed herein) shall be named as Additional Insureds. a. Owner: Village of Mount Prospect. b. Additional Insureds: STR-SEG (STR Building Resources LLC). 3. MSDS sheets for all products to be incorporated in the project. 3.6 SUBMITTALS FOR PROJECT CLOSEOUT A. Refer to Section 01 70 00 - "Execution and Closeout Requirements". 3.7 NUMBER OF COPIES OF SUBMITTALS A. Documents for Review: Submit Electronically. B. Documents for Information: Submit Electronically. 3.8 SUBMITTAL PROCEDURES A. Transmit submittals electronically to Consultant at the following email address: sbatchelorCc�?str-segecom B. Provide a sequentially -numbered transmittal form. 1. Identify Project Name and Number(s), Submittal Date, and Contractor's information. 2. Identify pertinent drawing and detail number, and specification section number, as appropriate on each copy. 3. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of Work and Contract Documents. C. Schedule submittals to expedite the Project, and coordinate submission of related items. D. Clearly identify any variations from Contract Document requirements and reasons for same (acceptance of substitutions, negotiated changes with Owner, etc.). Identify any Product/Material or system limitations that may be detrimental to successful performance of completed Work. E. Where applicable, if revised for resubmission, identify changes made since previous submission. F. Consultant will distribute reviewed submittals as appropriate. Affected parties are instructed to promptly report any inability to comply with requirements. 14494 Mt. Prospect Booster Station #16 - Roof Replacement ADMINISTRATIVE REQUIREMENTS 01 3000-3 G. Submittals not requested will not be recognized or processed. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement 01 3000-4 ADMINISTRATIVE REQUIREMENTS FOR STR-SEG ACCEPTANCE STAMP MATERIALS LIST AND DESCRIPTIONS PROJECT: Mt. Prospect Booster Station #16 Roof Replacement - Roof Areas 1 and 2 STR-SEG Project No. 14494 Contractor Name: Address: Phone/Fax: Product Name Mortar Components Bagged Premix Mortar Manufacturer -OR- Portland Cement Hydrated Lime Color Admixture Substrate Components Gypsum Roof Sheathing Insulation Fasteners Self -Adhering Vapor Retarder Insulation Components Polyisocya n u rate Insulation (denote thicknesses) Tapered Polyisocyan u rate Insulation (denote slope and starting thickness) Cover Board (denote thicknesses) Insulation Adhesive Spray Filler Foam Sinale-ply Membrane Components EPDM Single -ply Roof System Manufacturer Contractor certifies that ALL membrane system components delivered on- site shall be manufactured and supplied by the above-named manufacturer. 1 MATERIALS LIST AND DESCRIPTIONS - Cont'd Prefinished Galvanized Steel (Color Chart Attached) Premanufactured Roof Edge Systems Cast -Iron Roof Drain Assemblies Tape Caulk Backer Rod General Purpose Sealant Butyl Sealant Structural Steel Primer Structural Steel Paint END OF FORM 2 „ I ff'-III1:V ,-!W., IIIIIIII "3;6 ROOFING SYSTEM MANUFACTURER'S CERTIFICATION To be completed by the Specified Roofing System Material Manufacturerfor each specified roofing system to be installed at Project. Owner's Name: Village of Mount Prospect Project Name: Roof Replacement at Mt. Prospect Booster Station #16 STIR Building Resources Project No. 14494 BuildingAddress(es): 1629 W. Algonquin Rd., Mount Prospect, Illinois Material Manufacturer. Installing Contractor. Be advised that the technical department of the above-named Material Manufacturer has examined Contract Drawings, specifications, and warranty requirements for roofing Work on this Project as prepared by STR Building Resources, bearing Project Number 14494, dated TBD, with regard to the retrofit roofing system. We hereby certify that: 1. Materials will be furnished and delivered to this Project in good merchantable quality and will meetor exceed the specification requirements and will be applied in accordance with the manufacturer's instructions, to provide a sound weather/watertight system. 2. Upon completion of the installation, in accordance with Contract Drawings and specifications, being the recommended installation and inspection procedures, we certify that the manufacturer will issue the warranty as specified in Project manual. 3. Contract Drawings and specifications follow the recommendations of the Material Manufacturer's manual for this type of system with: No Exception The Following Exceptions: (approval will be given upon correction of documents in accordance with these recommendations.) (Please include shop drawings if exceptions are noted.) Contractor has been an approved applicator of the Manufacturer's Material specified for a minimum of 6 -months prior to the Bid opening and has at least 5 successful completed projects to date. AUTHORIZED TECHNICAL REPRESENTATIVE OF MANUFACTURER: BY. SIGNATURE. TI TLE: DATE. (Print or Type Name) (Manufacturer's Authorized Technical Representative's Signature) END OF FORM 14494 Mt. Prospect Booster Station #16 - Roof Replacement ROOFING SYSTEM MANUFACTURER'S CERTIFICATION This page intentionally left blank „ l u,'.III1:V ,-!W., IIIIIIII "3;6 SECTION 01 40 00 QUALITY REQUIREMENTS PART1-GENERAL 1.1 SECTION INCLUDES A. Regulatory Requirements. B. Submittals. C. References and Standards. D. Installers Quality Assurance. E. Field Samples. F. Control of Installation. G. Examination. H. Mock -Ups. I. Tolerances. J. Manufacturer's Filed Services. K. Defect Assessment. 1.2 RELATED REQUIREMENTS A. Document 00 31 00 - Available Project Information: Existing roof construction and components. B. Section 01 30 00 - Administrative Requirements: Submittal procedures. C. Section 01 42 16 - Definitions. D. Section 01 60 00 - Product Requirements: Requirements for material and product quality. 1.3 REGULATORY REQUIREMENTS A. Comply with applicable Federal, State and local codes and ordinances in force at Project site. B. Apply, obtain and pay for required local and regional building permits and fees to legally execute Work of this Contract. 1.4 SUBMITTALS A. Certificates: When specified in individual specification sections, submit certification by manufacturer and Contractor or installation/application subcontractor to Consultant, in quantities specified for Product Data. 1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. B. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. C. Manufacturer's Field Reports: Submit reports for Consultant's benefit as Contract Administrator or for Owner. D. Submit qualifications of observer to Consultant 10 -days in advance of required observations. 1. Observer subject to approval of Consultant. 2. Submit report in duplicate within 2 -days of observation to Consultant for information. 3. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. 14494 Mt. Prospect Booster Station #16 - Roof Replacement QUALITY REQUIREMENTS 01 4000-1 E. Erection Drawings: Submit drawings for Consultant's benefit as contract administrator or forOwner. 1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. 2. Data indicating inappropriate or unacceptable Work may be subject to action by Consultant or Owner. 1.5 REFERENCES AND STANDARDS A. For products or workmanship specified by association, trades, or other consensus standards, comply with requirements of the standard, except when more stringent requirements are specified or are required by applicable codes. B. For products and workmanship specified by reference to a document or documents not included in Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. C. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code. D. Obtain copies of standards where required by product specification sections. E. Maintain copy at Project site during submittals, planning, and progress of specific Work, until Substantial Completion. F. Should specified reference standards conflict with Contract Documents, request clarification from Consultant before proceeding. G. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Consultant shall be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.6 INSTALLERS QUALITY ASSURANCE A. Take complete charge of Work under this contract and coordinate Work of all trades on Project. B. Monitor quality control over suppliers, manufacturers, products, services, site conditions and workmanship to produce Work of specified quality. C. Comply with manufacturer's instructions including each step, in sequence. D. Should manufacturer's instructions conflict with Contract Documents, request and receive clarification from Consultant before proceeding. E. Perform Work by persons qualified to produce required and specified quality. F. Comply with specified standards as minimum quality for Work except where more stringent tolerances, codes or specified requirements indicate a higher standards or more precise workmanship. G. Verify that field measurements are as indicated on Shop Drawings or as instructed by manufacturer. H. Obtain complete data at the site and inspect surfaces that are to receive Work before proceeding with fabricating, assembling, fitting or erecting Work. Contractor shall be solely responsible for the accuracy of measurements and laying out of Work and shall make good any errors, defects due to faulty measurements taken, information obtained, layout, or failure to report discrepancies. I. Notify Consultant in writing in case of discrepancies between existing work and Contract Drawings, and defects in such surfaces that are to receive Work. Consultant will evaluate the notice and direct what remedial action will be taken. Apply, install, connect, erect, use, clean and condition manufactured articles, materials, and equipment as recommended by the manufacturer, unless specified to the contrary. 1.7 FIELD SAMPLES A. Provide field samples at the site as required by individual specification Sections. PART 2 - PRODUCTS (NOT USED) 14494 Mt. Prospect Booster Station #16 - Roof Replacement 01 4000-2 QUALITY REQUIREMENTS „ l u,'.III1:V ,-!W., IIIIIIII "3;6 PART 3 - EXECUTION 3.1 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step, in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Consultant before proceeding. D. Comply with specified standards as minimum quality for Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 3.2 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent Work. B. Verify that utility services are available, of the correct characteristics, and in the correct locations. If services are of incorrect characteristics or incorrect locations Contractor shall provide. C. Examine and verify specific conditions described in individual specification Sections. 3.3 MOCK-UPS A. Tests will be performed under provisions identified in this section and identified in the respective product specification sections B. Provide mock-ups at the site as required by individual specification Sections. C. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes. D. Accepted mock-ups shall be a comparison standard for the remaining Work. E. Where mock-up has been accepted by Consultant and is specified in product specification sections to be removed, remove mock-up and clear area when directed to do so. 3.4 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Consultant before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. 3.5 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, as applicable, and to initiate instructions when necessary. B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. 3.6 DEFECT ASSESSMENT A. Replace Work or portions of Work not conforming to specified requirements. B. If, in the opinion of Consultant, it is not practical to remove and replace Work, Consultant will direct an appropriate remedy or adjust payment. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement QUALITY REQUIREMENTS 01 4000-3 This page intentionally left blank „ ,, wI ff'- III1:V ,—!W. , IIIIIIII "3;6 SECTION 01 42 16 DEFINITIONS PART1-GENERAL 1.1 SUMMARY A. This section supplements the definitions contained in General Conditions. B. Other definitions are included in individual specification sections. 1.2 DEFINITIONS A. Furnish: To supply, deliver, unload, and inspect fordamage. B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make ready for use. C. Product: Material, machinery, components, equipment, fixtures, and systems forming Work result. Not materials or equipment used for preparation, fabrication, conveying, or erection and not incorporated into Work result. Products may be new, never before used, or re -used materials orequipment. D. Remove: Same as Replace, unless noted as "and salvage for Owner” or "and save for re -installation". E. Replace: To remove and dispose of existing products or materials, and to furnish and install new products or materials, in kind, or as otherwise specified. F. Provide: To furnish and install. G. Supply: Same as Furnish. H. Substantial Completion of Work: Weathertight installation of roof system (insulation, membrane and flashings), completion of all lifting activities requiring the use of a crane or other equipment, and installation of sheet metal flashings/detailing work (complete or well underway). I. Final Completion of Work: Successful completion of any outstanding Work items, or Work requiring corrective action, as determined at the Final Review and published in punchlist reports. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement DEFINITIONS 01 42 16-1 This page intentionally left blank „ l u,'.III1:V ,-!W., IIIIIIII °3;6 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART1-GENERAL 1.1 SECTION INCLUDES A. Temporary Utilities. B. Temporary Sanitary Facilities. C. Temporary Construction and Controls. D. Barriers. E. Security. F. Vehicular Access and Parking. G. Safety Plan. 1.2 TEMPORARY UTILITIES A. Temporary Electricity: 1. Provide generators for electrical power required during performance of Work. 2. Provide all means of conveyance required for carrying out Work. B. MEP Services: 1. Provide mechanical and electrical connections and disconnections required within the scope of Project. 2. Coordinate with Owner regarding scheduled service interruptions. C. Water Service: 1. Water for construction purposes is available through the existing facility, free of charge. Contractor shall provide all extensions from existing service to project work area as required. 2. Use trigger -operated nozzles for water hoses, to avoid waste of water. 3. Contractor shall be responsible for all damages caused to existing hose bibs as a result of not using the correct key tool. 1.3 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of Project mobilization. B. Maintain daily in clean and sanitary condition. C. At end of construction, return facilities to same or better condition as originally found. 1.4 TEMPORARY CONSTRUCTION AND CONTROLS A. Erect and subsequently remove temporary construction as needed to accomplish work. B. Patch attachment to remaining structure in a manner acceptable to the Owner. C. Stairs and Scaffolds: 1. The Contractor shall furnish and maintain equipment such as temporary stairs, fixed ladders, ramps, chutes, runways, sidewalk overhead scaffold protection, and the like as required forproper execution of work by all trades. Underlay scaffolds with planking to prevent uprights from resting directly on the underlying surface. 2. Patch attachment to remaining structure in a manner acceptable to the Owner. D. Parking: 1. Parking for Contractor's employees shall be in an area designated by the Owner. E. Cleaning and Waste Removal: 1. Contractor shall be responsible for all cleaning required within the technical sections of the specifications governing work under the Contractor's jurisdiction as well as for keeping all work areas, passageways, ramps, stairs and all other areas of the premises free of accumulation of 14494 Mt. Prospect Booster Station #16 - Roof Replacement TEMPORARY FACILITIES AND CONTROLS 01 5000-1 surplus materials, rubbish, debris and scrap which may be caused by the Contractor's operations or that of the Subcontractors operation. 2. Waste materials removed from the site shall be managed by Contractor and disposed of in accordance with all applicable laws, regulations, codes, rules, and standards. 3. Open free -fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids. 4. Remove rubbish, debris and scrap promptly upon its accumulation. Remove at the end of each work day at a minimum. 5. Combustible waste shall be removed immediately or stored in fire resistive containers until disposed of in an approved manner. 6. In addition to the above, the Contractor shall be responsible for the general "broom" cleaning ofthe premises governing work under this Contract. The Contractor shall also perform "final" cleaning of all exposed surfaces to remove all foreign matter, spots, soil, construction dust, etc., so as to put the project in a complete and finished condition ready for acceptance and use intended. 7. If rubbish and debris is not removed, or if surfaces are not cleaned as specified above, Owner reserves the right to have said work done by others and the related cost(s) will be deducted from monies due the Contractor. F. Protection: 1. Provide, erect and maintain all required planking, barricades, guard rails, temporary walkways, etc., of sufficient size and strength necessary for protection of stored material and equipment; paved surfaces, walks, curbs, gutters and drives; streets adjacent to or within project area; adjoining property and all project work to prevent accidents to the public and the workmen at the job site. 2. Provide protection against rain, snow, wind, ice, storms, or heat so as to maintain all work, materials, apparatus, and fixtures, incorporated in the work or stored on the site, free from injuryor damage. At the end of the day's work, cover all new work likely to be damaged. Remove snow and ice as necessary for safety and proper execution of the work. 3. Take all necessary precautions to protect the Owners property as well as adjacent property, including trees, shrubs, buildings, sanitary and storm sewers, water piping, gas piping, electric conduit or cable, etc., from any and all damage which may result due to work on this project. 4. Repair any work, damaged by failure to provide proper and adequate protection, to its original state to the satisfaction of the Owner or remove and replace with new work at the Contractor's expense. 5. Store materials on raised platforms; a minimum of three (3) inches off of impervious surfaces (i.e. concrete); a minimum of six (6) inches off of pervious surfaces (i.e. grass). Protect with coverings while providing for adequate air circulation. Coverings to extend down sides completely. Manufacturers shrink wrap is not an acceptable covering. G. Enclosures and Fencing: Contractor shall surround set-up area with a fence and provide additional fence as necessary to meet applicable safety regulations. H. Fire Protection: The Contractor shall provide and maintain in working order during the entire construction period, such fire protective equipment and devices as required by applicable safety standards and as deemed necessary and suitable for any possible class or type of fire. Extinguishers shall be nonfreezing type such as A -B -C rated dry chemical, of not less than 10 -pound capacityeach. Noise Control: Provide methods, means and facilities to minimize noise produced by construction operations. 2. Perform portions of the Work which will generate excessive noise during hours when the building is unoccupied. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 01 5000-2 TEMPORARY FACILITIES AND CONTROLS „ l u,'.III1:V ,-!W., IIIIIIII °3;6 Dust Control: 1. Execute work by methods to minimize raising dust from construction operations. 2. Provide positive means to prevent construction dust from entering the occupied building. K. Fume and Odor Control: 1. Provide methods and means to minimize fume and odor produced by construction operations, including the use of enclosed tanker asphalt bitumen storage and distribution equipment. 2. Cover building intakes, in conjunction with the Owner, to minimize fumes and odor produced by construction operations. 1.5 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building. C. Provide protection for plants designated to remain. Replace damaged plants. D. Protect non -owned vehicular traffic, stored materials, site, and structures from damage. E. Fencing at construction setup and storage areas: Fence type at Contractor's option. 1.6 SECURITY A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. B. Coordinate with Owner's security program. 1.7 VEHICULAR ACCESS AND PARKING A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles. B. Coordinate access and haul routes with governing authorities and Owner. C. Provide and maintain access to fire hydrants, free of obstructions. D. Provide means of removing mud from vehicle wheels before entering streets. E. Designated existing on-site roads may be used for construction traffic. F. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking. G. Existing parking areas designated by the Owner may be used for construction parking. H. Do not allow vehicle parking on existing pavement without permission from the Owner. 1.8 SAFETY PLAN A. Contractor shall consider the safe implementation of daily work activity paramount. Dynamics of the construction industry lend itself to daily attention to detail, quality and safety: therefore, it is imperative that all work is performed within the scope of known safety performance standards and directiveswith little to no deviance. At no time shall the safety of the worker be compromised to accommodate other construction constraints. B. No Assumption of Duty: Notwithstanding any other provision of these Conditions, each Subcontractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement TEMPORARY FACILITIES AND CONTROLS 01 5000-3 This page intentionally left blank „ I ff'-III1:V ,-!W., IIIIIIII "3;6 SECTION 01 60 00 PRODUCT REQUIREMENTS PART1-GENERAL 1.1 SECTION INCLUDES A. Product Delivery Requirements. B. Product Storage and Handling Requirements. C. Existing Products. D. New Products. E. Product Options. F. Maintenance Materials. G. Substitution Procedures. H. Transportation and Handling. I. Storage and Protection. 1.2 RELATED REQUIREMENTS A. Document 00 21 13 - Instructions to Bidders: Product options and substitution procedures. B. Section 01 30 00 — Administrative Requirements: Submittal Procedures. 1.3 PRODUCT DELIVERY REQUIREMENTS A. Contractor or Contractor's authorized representative must be present to accept delivery of equipment and material shipments. 1. Owner will not knowingly accept, unload or store anything delivered to the site for Contractor's use. 2. Inadvertent acceptance of delivered items by any representative or employee of Owner shall not constitute acceptance or responsibility for any of the materials or equipment. 3. It shall be Contractor's responsibility to assume liability for equipment or material delivered to Project site. 1.4 PRODUCT STORAGE AND HANDLING REQUIREMENTS A. Confine equipment, apparatus, storage of materials and operations to limits indicated on Contract Drawings or agreed to by Owner at pre -construction meeting. Contractor shall not bring material onto Project site until they are needed for the progress of Work. B. The storage of materials on the grounds shall be in strict accordance with the instructions stated within the technical sections. Storage of materials on the roof shall at no time exceed the design carrying capacity of the structural system. C. Hazardous materials, including motor fuels, shall be properlyhandled and contained to prevent spills or other releases. Develop and maintain a contingency plan to provide emergency response, containment, and cleanup of spills of hazardous materials resulting from contract activities. Spills and releases shall be reported to Owner. PART2-PRODUCTS 2.1 EXISTING PRODUCTS A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by Contract Documents 1. Existing materials and equipment indicated to be removed, but not to be re -used, relocated, reinstalled, delivered to Owner, or otherwise indicated as to remain the property of Owner, shall become the property of Contractor; remove from site. B. Reused Products: Reused products include materials and equipment previously used in this or other construction, salvaged and refurbished as specified. 14494 Mt. Prospect Booster Station #16 - Roof Replacement PRODUCT REQUIREMENTS 01 6000-1 2.2 NEW PRODUCTS A. Provide new products unless specifically required or permitted by Contract Documents. 2.3 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 2.4 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections. B. Deliver to Project site; obtain receipt prior to final payment. PART 3 - EXECUTION 3.1 SUBSTITUTION PROCEDURES A. Product substitution requests may be made only by a Bidder who is an official Bidder of Record. B. Consultant will consider a substitute product only if it is in the same general classification of the specified product. C. A "Request for Substitution" will be considered only if written request is received by Consultant within 5 days prior to Bid Due date. 1. Comply with requirements specified in this section. 2. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. D. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of specified product. 2. Will provide the same warranty for the substitution as for specified product. 3. Will coordinate installation and make changes to other Work that may be required for Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension that may subsequently become apparent. 5. Substitutions will not be considered when they are indicated or implied on shop drawing orproduct data submittals, without separate written request, or when acceptance will require revision to Contract Documents. E. Substitution Submittal Procedure: 1. Submit 1 copy of request for substitution for consideration. Limit each request to 1 proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to proposed product equivalence. Burden of proof is on proposer. 3. Consultant will notify Contractor in writing of decision to reject request. Consultant's decision of approval or disapproval shall be final. 3.2 OWNER -SUPPLIED PRODUCTS A. See Summary for identification of Owner -supplied products. B. Owner's Responsibilities: 1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to Contractor. 2. Arrange and pay for product delivery to site. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 01 6000-2 PRODUCT REQUIREMENTS „ l u,'.III1:V ,—!W IIIIIIII °3;6 3. On delivery, inspect products jointly with Contractor. 4. Submit claims for transportation damage and replace damaged, defective, or deficient items. 5. Arrange for manufacturers' warranties, inspections, and service. C. Contractor's Responsibilities: 1. Review Owner reviewed shop drawings, product data, and samples. 2. Receive and unload products at site; inspect for completeness or damage jointly with Owner. 3. Handle, store, install and finish products. 4. Repair or replace items damaged after receipt. 3.3 TRANSPORTATION AND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. F. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.4 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to Work area in order to minimize waste due to excessive materials handling and misapplication. B. Store materials on raised platforms; a minimum of 3 -inches off of impervious surfaces (i.e. concrete); a minimum of 6 -inches off of pervious surfaces (i.e. grass). 1. Protect with breathable, weather -protective coverings, while providing for adequate air circulation. Note that manufacturer's shrink wrap is not an acceptable covering. 2. Coverings to extend down sides completely. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. Prevent contact with material that may cause corrosion, discoloration, orstaining. F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. G. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement PRODUCT REQUIREMENTS 01 6000-3 This page intentionally left blank „ l u,'.III1:V ,-!W., IIIIIIII "3;6 SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS PART1-GENERAL 1.1 SECTION INCLUDES A. Coordination. B. Closeout Submittals. C. Patching Materials. D. Examination. E. Preparation. F. General Installation Requirements. G. Cutting and Patching. H. Progress Cleaning. I. Protection of Installed Work. J. Adjusting. K. Final Cleaning. L. Closeout Procedures. 1.2 RELATED REQUIREMENTS A. Section 01 30 00 - Administrative Requirements: Submittal procedures. B. Section 01 60 00 - Product Requirements: Substitution procedures. 1.3 COORDINATION A. Coordinate scheduling, submittals, and Work of the various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Coordinate completion and clean-up of Work of separate sections. C. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.4 CLOSEOUT SUBMITTALS A. Upon "Substantial Completion” of Project, Contractor shall submit electronically and 1 bound hard copy of the below listed item to Consultant for presentation to Owner. 1. 20 year Manufacturer's system warranty. 2. 20 year sheet metal Manufacturer's finish warranty. 3. Contractors 2 -year warranty. 4. 10 year Ladder manufacturer's Warranty. 5. 10 year Skylight manufacturer's Warranty. 6. Contractor's as -built drawings showing changes to Contract Documents, if applicable. 7. Signed punch list, indicating completion of any outstanding items. 8. Final Waivers of Lien. PART2-PRODUCTS 2.1 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and Work for patching and extending Work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. 14494 Mt. Prospect Booster Station #16 - Roof Replacement EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-1 C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 60 00 - "Product Requirements". PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent Work. Start of Work means acceptance of existing conditions. 1. Contractor is encouraged to photograph or otherwise document existing conditions of adjacent construction and site improvements that might be construed as damage caused by Work performed under this contract. 2. Deliver documentation of pre-existing conditions to Consultant and/or Owner prior to start of Work. B. Examine and verify specific conditions described in individual specification sections. C. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over -ordering or misfabrication. D. Verify that utility services are available, of the correct characteristics, and in the correct locations. E. Prior to Cutting: Examine existing conditions prior to commencing Work, including elements subjectto damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of Work. Beginning of cutting or patching means acceptance of existing conditions. 3.2 PREPARATION A. Take care to install protection to prevent marring or damage to building components adjacent to Work. B. Clean substrate surfaces prior to applying next material orsubstance. C. Seal cracks or openings of substrate prior to applying next material or substance. D. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.3 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.4 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. B. Perform whatever cutting and patching is necessary to: 1. Complete Work. 2. Fit products together to integrate with other Work. 3. Provide openings for penetration of mechanical, electrical, and otherservices. 4. Match work that has been cut to adjacent Work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent Work. 7. Remove samples of installed Work for testing when requested. 8. Remove and replace defective and non -conforming Work. C. Execute Work by methods that avoid damage to other Work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 01 7000-2 EXECUTION AND CLOSEOUT REQUIREMENTS „ l u,'.III1:V ,-!W., IIIIIIII "3;6 D. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without priorapproval. E. Restore Work with new products in accordance with requirements of Contract Documents. F. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching Work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.5 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off- site; do not burn or bury. 3.6 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate Work area to prevent damage. D. Do not store materials on completed membrane. E. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. F. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. G. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. H. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible. 3.7 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.8 FINAL CLEANING A. Clean new and adjacent roof surfaces, including storm drainage systems, of debris. B. Remove sealants, adhesives, bitumen, grease and other foreign material from finish surfaces of building. C. Repair, patch or touch-up marred surfaces, to match adjacent surfaces. D. Use cleaning materials that are nonhazardous. E. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels ornameplates on mechanical and electrical equipment. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.9 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. 1. Provide copies to Consultant/Owner. B. Notify Consultant when Work is considered complete. 1. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and readyfor Consultant's review. 14494 Mt. Prospect Booster Station #16 - Roof Replacement EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-3 C. Consultant, upon receipt of Contractor's "Notice of Completion", shall conduct a Final Review of Project. 1. If Work is incomplete or if items are identified in need of correction, Consultant will produce a written punch list for Contractor. 2. Take immediate action to address the punch list items, to correct items of deficient Work, and shall document and/or certify that the items have been completed in accordance with Contract Documents. D. When Work has been deemed complete, to the satisfaction of Owner and Consultant, Contractor will be instructed to complete the Close-out Submittals. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement 1 7000-4 EXECUTION AND CLOSEOUT REQUIREMENTS „ l u,'.III1:V ,-!W., IIIIIIII "3;6 SECTION 04 01 00 MAINTENANCE OF MASONRY PART1-GENERAL 1.1 SECTION INCLUDES A. Requirements for applying mortar at CMU cells, as specified and as indicated on Contract Drawings. 1.2 REFERENCES A. ASTM International Standards, latest editions unless otherwise stated: 1. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2. ASTM C150/C150M - Standard Specification for Portland Cement; 3. ASTM C151 - Standard Test Method for Autoclave Expansion of Hydraulic Cement; 4. ASTM C173 -Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method; 5. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 6. ASTM C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method; 7. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 8. ASTM C780 - Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry; B. American Concrete Institute (ACI): 530.1-88 / American Society of Civil Engineers (ASCE): 6-99, Masonry Standards Joint Committee, "Specifications for Masonry Structures". C. Brick Institute of America (BIA): Technical Notes on Brick Construction. D. International Masonry Institute: Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. E. National Concrete Masonry Association (NCMA): Joint reinforcing standards. 1.3 SUBMITTALS A. See Section 0130 00 - "Administrative Requirements'; for submittal procedures. B. Submit required submittals in to Consultant prior to the preconstruction meeting. C. Submit to Owner copies of manufacturer's Material Safety Data Sheets (MSDS) for all material prior to bringing on site. D. Product Data: Provide data on mortar products, accessories and cleaning products. E. Submit product samples of masonry units and mortar for approval by Owner. 1.4 QUALITY ASSURANCE A. Single -source responsibility for mortar materials: 1. Obtain mortar ingredients of uniform quality, including color for exposed masonry, from one manufacturer for cementitious components and from one source for aggregate. 2. Materials shall be supplied in sufficient quantity to complete Work, without change during course of Project. 1.5 ENVIRONMENTAL REQUIREMENTS A. Cold weather conditions: 1. Do not perform masonry Work when ambient air temperature is below 40 degrees F. or is expected to fall below 40 -degrees F. within 24 -hours of placement. 2. When placing Work in cold weather (40 -50 -degrees F.), mix mortar using warm water to maintain mortar temperature above 50 -degrees F. at point of application. 14494 Mt. Prospect Booster Station #16 - Roof Replacement MAINTENANCE OF MASONRY 0401 00-1 B. Hot weather conditions: 1. When placing Work in hot weather (above 80 degrees F.), comply with recommended standards to ensure proper hydration and curing of mortar materials. 2. Mortar shall be mixed and placed within 1 -hour when temperature is above 80 -degrees F. 3. Fully wet surrounding masonry before applying repointing mortar. C. Protect completed Work from precipitation until mortar joints are sufficiently hard enough to avoid damage. PART2-PRODUCTS 2.1 MORTAR MATERIALS A. Comply with ASTM C270, proportional -by -volume specification, for materials and mortar types to match existing: 1. Portland cement: ASTM C150, Type I or Type III, natural color. 2. Pressure -hydrated lime: ASTM C207, Type S. 3. Damp, loose mason's sand: ASTM C144. a. Clean, sharp, free from loam or silt, and free from deleterious amounts of oil, acid, alkalis, salts, or organic matter. 4. Water: Shall be potable, fresh, clean, clear and free from deleterious amounts of sewage, oil, acid, alkalis, salts, or organic matter. 5. Colored mortar pigments, if required: Natural and synthetic iron and chromium oxides, compounded for use in mortar mixes. Provide one of the following: a. SGS Mortar Colors by Solomon Grind -Chem Service, Inc.; www.solomoncolors.com. b. True -Tone Mortar Colors, by Davis Colors, a division of Rockwood Industries, Inc.; www.daviscolors.com. 2.2 MASONRY UNITS A. Concrete masonry units: Shall match existing units in size and weight/compressive strength: ASTM C90, Type N, Grade 2. B. Face brick: match the existing unit size and, as closely as possible, the existing color and texture: ASTM C216, Grade SW, Type FBS. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine Project site and verify: 1. Environmental conditions are satisfactory for performance of Work. 2. Masonry surfaces are acceptable to receive Work. B. Determine existence and locations of above -ground utility lines, including exterior -mounted and/or enclosed conduit. C. Notify Consultant of pre-existing defects or conditions which may interfere with requirements of this section. Absence of notice will constitute Contractor's acceptance of site. 3.2 PREPARATION A. Protect surrounding elements from damage due to mortar application procedures. B. Separate areas to be protected from mortar application areas using means adequate to prevent damage. C. Cover existing landscaping with tarpaulins or similar covers. D. Mask immediately adjacent surfaces with material that will withstand mortar application procedures. E. Close off adjacent occupied areas with dust proof and weatherproof partitions. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 0401 00-2 MAINTENANCE OF MASONRY „ ,, wIN"- III1:V ,!W., IIIIIIII "3;6 F. Protect roof membrane and flashings from damage with 1/2 -inch plywood laid on roof surfaces overfull extent of work area and traffic route. G. Clean Project -related surfaces prior to proceeding with repairs. H. When using cleaning methods that involve water or other liquids, install drainage devices to prevent runoff over adjacent surfaces unless those surfaces are impervious to damage from runoff. 3.3 TEMPORARY WORK A. Temporary enclosures: As weather and/or site conditions warrant, construct wood -frame enclosures, cover with reinforced polyethylene sheeting, secure edges and interior. The cost of such enclosures shall be the sole responsibility of Contractor. B. Temporary repairs: Made only as approved by Consultant. 3.4 MORTAR MIXING A. Measure materials for mixing: ASTM C270, by volume. Measure by the use of a container of known capacity. Proportions for Portland cement, lime, and aggregate, respectively, are as follows: Type "N"- 1:1:6 1. The strength of new mortar shall not exceed that nnnof existing materials. 2. The autoclave expansion of the cementitious portion of the mortar materials, when mixed in proportions required shall not exceed one-half percent: ASTM C151. 3. The air content of mortar mixed in proportions required shall not exceed 5 -percent: ASTM C231 and ASTM C173. B. Mix only such amounts of mortar that will be used within the following time frame, based on ambient temperature. Discard mortar that has reached its initial set or has not been used within that time frame. 1. 80 -degrees F. or less: 2 -hours. 2. 80 -degrees F. or above: 1 -hour. C. In cold weather (40-50 degrees F.), heat sand and/or water to maintain mortar temperature of 50 degrees F. at point of use. Mortar which falls below this temperature may be re -tempered with hot water if consistency is not impaired. Water or sand shall, in no case, be heated above 160 degrees F. D. Mix pointing mortar as follows: 1. Mix dry ingredients with enough water to produce a damp mixture of workable consistencywhich will retain its shape when formed into a ball. 2. Allow mortar to stand in dampened condition for 1 to 1 -1/2 -hours. 3. Add water to bring mortar to a workable consistency prior to application. Discard mortar that has not been used within 30 -minutes; do not re -temper. 3.5 MORTAR APPLICATION A. Place baffle materials in CMU back-up wall cores to prevent mortar from falling through, to subsequent cores. B. Wet existing mortarjoints thoroughly before applying fresh mortar. C. Allow water to soak into wall. Joints should be visibly wet, but free of surface water, prior to application. D. Pack joints in thin layers with fresh mortar between masonry units until joint is filled. E. While mortar is still resilient, tool surface to create a solid, dense joint; tool to the same profile as other adjoining, existing joints. Uncompacted, furrow shaped joints will not be acceptable. 3.6 CLEANING A. Clean mortar smears, droppings, etc. from wall with dry brush as Work proceeds. B. Immediately remove stains, efflorescence, or other excess resulting from Work of this section. C. Clean mortar from the face of masonry no later than end of following work day after the mortar is set: 1. Remove large mortar particles by hand with wooden paddles or nonmetallic scrapers, hoes, or chisels. 14494 Mt. Prospect Booster Station #16 - Roof Replacement MAINTENANCE OF MASONRY 0401 00-3 2. Test cleaning methods on concealed area prior to applying to the entire area. 3. Use bucket and stiff fiber hand brush cleaning method, with appropriate cleaner (solution of 1/2 - cup trisodium phosphate per gallon, or commercial alkaline masonry cleaner), as described in BIA- Technical Note No. 20. 4. Use of acidic -based products for cleaning will not be permitted. D. Flush masonry wall with clean, pressurized water after completion of Work. E. Clean surrounding surfaces to preconstruction condition. 3.7 FIELD QUALITY CONTROL A. Allow Consultant and Owner's Representatives use of scaffolding or lift devices as needed to observe progress of work. Notify Consultant in advance when scaffolds or lifts will be relocated. Do not relocate until Consultant has had reasonable time to observe work. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement 0401 00-4 MAINTENANCE OF MASONRY „ ,, wI ff'- III1:V ,!W., IIIIIIII i°3;6 SECTION 05 01 30 MAINTENANCE OF STEEL ROOF DECKING PART1-GENERAL 1.1 SECTION INCLUDES A. Roof deck; repair or replacement of existing, as required. 1.2 REFERENCE STANDARDS A. ASTM International Standards, latest edition unless otherwise stated: 1. ASTM A36 - Standard Specification for Carbon Structural Steel; 2. ASTM A653 - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy - Coated (Galvannealed) by the Hot -Dip Process; 3. ASTM B633 - Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel; B. FM Global Standards: 1. FM DS 1-28 - Wind Design; 2007. 2. FM DS 1-29 - Roof Deck Securement and Above -Deck Roof Components; Factory Mutual System; 2006. C. ICC -ES AC43 - Acceptance Criteria for Steel Deck Roof and Floor Systems; ICC Evaluation Service, Inc.; 2010 (R2013). D. SDI (DM) - Publication No.31, Design Manual for Composite Decks, Form Decks, Roof Decks; Steel Deck Institute; 2007. E. SSPC-Paint 20 - Zinc -Rich Primers (Type I, "Inorganic,” and Type II, "Organic"); The Societyfor Protective Coatings; 2002 (Ed. 2004). 1.3 SUBMITTALS A. See Section 0130 00 — "Administrative Requirements", for submittals procedures. B. Product Data: Provide deck profile characteristics, dimensions, structural properties, and finishes. C. Certificates: Certify that products furnished meet or exceed specified requirements. D. Submit manufacturer's installation instructions. E. Welders Certificates: Certify welders employed on Work, verifying AWS qualification within the previous 12 -months. F. Fabricator's Qualification Statement: Provide documentation showing steel fabricator is accredited under IAS AC172. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: A qualified steel fabricator that is accredited by the International Accreditation Service (IAS) Fabricator Inspection Program for Structural Steel (AC172). B. Installer Qualifications: Company specializing in performing Work of this Section with minimum 5 - years' of experience. 1.5 DELIVERY, STORAGE AND HANDLING A. Cut plastic wrap to encourage ventilation. B. Store deck on dry wood sleepers; slope for positive drainage. PART2-PRODUCTS 2.1 MANUFACTURERS A. Steel Deck: 1. Canam Steel Corporation; www.canam-steelioistsews. 2. Cordeck, Inc.: www.cordeck.com. 14494 Mt. Prospect Booster Station #16 - Roof Replacement MAINTENANCE OF STEEL ROOF DECKING 0501 30-1 3. Nucor-Vulcraft Group: www.vulcraft.com. 4. Substitutions: See Section 01 60 00 - "Product Requirements". 2.2 STEEL DECK A. All Deck Types: Select and design replacement steel deck in accordance with SDI Design Manual. 1. Maximum Vertical Deflection of Roof Deck: 1/240 of span. B. Roof Deck: Non -composite type, fluted steel sheet. 1. Galvanized Steel Sheet: ASTM A653/A653M, Structural Steel (SS) Grade 40/275, with G90/Z275 galvanized coating. 2. Profile and thickness to match existing. 3. Span Design: Double. 4. Minimum Metal Thickness, Excluding Finish: 22 gauge. 5. Side Joints: Lapped, mechanically fastened. 6. End Joints: Lapped, mechanically fastened. 2.3 ACCESSORY MATERIALS A. Bearing Plates and Angles: ASTM A36/A36M steel, unfinished. B. Metal closure strips, reinforcing plates and splice plates, 22 -gauge thick sheet steel; of profile and size as indicated on Contract Drawings; finished same as deck. C. Mechanical Fasteners: Steel; hex washer head, self -drilling, self -tapping. 1. Design Requirements for Sidelap Connections: Provide number and type of fasteners that comply with applicable requirements of SDI design method for roof deck applications, ICC -ES AC43, and FM wind uplift resistance. 2. Fasteners for Steel Roof Decks Protected with Waterproofing Membrane: ASTM B633, SC1, Type III zinc electroplate. a. Sheet metal stitching: 10-14 x 7/8 inch, ICH TRAXX/1 with pilot point. b. Steel decking to bar joist: 12-24 x 7/8 inch, ICH TRAXX/4. c. Steel decking to structural steel: 12-24 x 1 -1/4 -inch, ICH TRAXX/5. d. At interlocking side laps: 10-14 x 7/8 inch, ICH TRAXX/1 with pilot point. 3. Substitutions: See Section 01 60 00 - "Product Requirements". D. Rust -inhibitive coating: SSPC-Paint 20, complying with VOC limitations of authorities having ju risd iction: 1. Epoxy Zinc Rich Primer CM18/CM19, by Benjamin Moore and Company; beniaminmoore.com. 2. Galvanox, by Carboline Company; carboline.com. 3. Catha-Coat 304 Organic Zinc Rich Epoxy Primer, by Devoe Paints and ICI Devoe Coatings; devoe�aintecom. 4. Kolorane Zinc Rich Primer #9700 or Aquapon Zinc Rich, PPG Architectural Finishes; �p�gecom. 5. Cold Galvanizing Compound, by Rust-oleum Corporation; rustoleum.com. 6. Zinc Clad 5, Organic, by The Sherwin-Williams Company; sherwin-williams.com. 7. MC -Zinc, by Wasser High -Tech Coatings; wassercoatingsecom. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify, prior to start of decking removal, existence and location of deck -supported utilities and accessories including, but not limited to: water and gas lines, fire -sprinkler systems, above and below deck conduit and tubing, and ceiling suspension systems. Coordinate any Work that may affectthese utilities with Owner. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 0501 30-2 MAINTENANCE OF STEEL ROOF DECKING „ ,, wIN"- III1:V ,!W., IIIIIIII "3;6 B. Evaluate deteriorated steel decking: 1. For decking that is surface -rusted, having no pinholes through the steel after wire -brushing, may be repaired and painted. 2. For decking deteriorated in excess of the limit specified above, having openings 16 -inches square or less, repair by installing reinforcing plates. 3. Replace decking sections that: a. Are cut or otherwise damaged; b. Have openings larger than 16 -inches square; c. Have multiple openings between support members; d. Are severely rusted, over more than twenty-five percent the area between supports; or e. Are deflected or otherwise compromised structurally. C. Notify Consultant and provide documentation of any decking sections that require repair or replacement. 3.2 DECK OPENINGS A. At openings between deck and walls, columns, and openings, provide sheet steel closures and angle flashings to close openings. B. At deck openings from 6 -inches to 18 -inches in size, provide 2 x 2 x 1/4 -inch steel angle reinforcement. Place angles perpendicular to flutes; extend minimum 2 flutes beyond each side of opening and mechanically attach to deck at each flute. 3.3 DECKING REPAIR A. Preparation for repair — rust removal: 1. Remove loose rust from surface of steel decking by means of wire brushing. 2. Decking shall be cleaned to achieve a surface grade acceptable for specified coating. B. Apply specified rust -inhibitive coating over prepared areas and/or areas of raw metal. C. Deck reattachment: Mechanically attach existing decking, where missing or deteriorated, in accordance with fastener spacing specified below. D. Deck reinforcement: 1. Install sheet metal reinforcing plate to cover severely rusted areas or openings. Extend a minimum of 3 -inches onto adjacent, sound areas of decking. 2. Ensure that reinforcing plate sets flat and smooth with top of decking. 3. Mechanically attach all edges of reinforcing plate to steel decking 3 -inches on center, including at corners. 4. Apply specified primer to cut edges of reinforcing plate. E. Splice plates at changes in deck direction: 1. Where deck changes direction and is cut and butted, install a 12 -inch -wide sheet metal reinforcing plate centered overjoint. 2. Ensure that reinforcing plate sets flat and smooth with top of decking. 3. Mechanically attach each edge of reinforcing plate to steel decking 6 -inches on center, maximum. 4. Apply specified primer to cut edges of reinforcing plate. 3.4 DECKING REPLACEMENT A. Nest new deck over area of deteriorated deck 3 -span minimum. 1. Fasten deck to steel support members at ends and intermediate supports at 6- inches on center maximum, parallel with deck flute and at each transverse flute using methods specified. 2. At mechanically fastened male/female side laps fasten with 3 -fasteners perspan. 14494 Mt. Prospect Booster Station #16 - Roof Replacement MAINTENANCE OF STEEL ROOF DECKING 0501 30-3 „ ,, wI ff'- III1:V ,!W., IIIIIIII °3;6 3. Drive mechanical side -lap connectors completely through adjacent tapped sheets; positively engage adjacent sheets with minimum three -thread penetration. B. Steel decking removal: 1. Prior to removal and replacement of the existing steel roof decking, provide a barricade underwork area, within building, staffed with a watchman. 2. Remove select sections of damaged or deteriorated steel decking. C. Erect new steel deck in accordance with SDI Design Manual and manufacturer's instructions. Align and level. D. On concrete and masonry surfaces, provide minimum 4 -inch bearing. E. On steel supports provide minimum 1-1/2 inch bearing. F. Decking attachment requirements: 1. Fasten deck to steel support members at ends and intermediate supports at 12 -inches on center, maximum, parallel with deck flutes and at each transverse flute using methods specified. 2. At mechanically fastened male/female side laps fasten at 24 -inches on center, maximum. 3. Drive mechanical sidelap connectors completely through adjacent lapped sheets; positively engage adjacent sheets with minimum three -thread penetration. 3.5 NEW STEEL DECKING ATTACHEMENT: A. Mechanically fasten steel roof deck to structural supports at: 1. 6 -inches, on center, in the field of the roof; 2. Two fasteners every 6 -inches, on center, in the roof perimeters; and, 3. Two fasteners, with 3/4 -inch washers, every 6 -inches, on center, within roof corners. B. Mechanically fasten side laps at: 1. 30 -inches, on center, within the field of roof; and, 2. 15 -inches, on center, within the roof perimeters and corners. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement 0501 30-4 MAINTENANCE OF STEEL ROOF DECKING „ ,, wIN"- III1:V ,!W., IIIIIIII i"3;6 SECTION 06 10 53 MISCELLANEOUS ROUGH CARPENTRY PART1-GENERAL 1.1 SECTION INCLUDES A. Roofing nailers, blocking and plywood panels. 1.2 RELATED REQUIREMENTS A. Section 07 53 23 - EPDM Single -Ply Roofing B. Section 07 62 00 - Sheet Metal Flashing and Trim; Finish architectural flashings. 1.3 REFERENCE STANDARDS A. Board of Review, American Lumber Standard Committee (ALSC); alsceor . B. ASTM International Standards, latest editions unless otherwise stated: 1. ASTM Al53/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; C. National Institute of Standards and Technology, Department of Commerce, latest editions: 1. Voluntary Product Standard PS 1 - Structural Plywood. 2. Voluntary Product Standard PS 20 - American Softwood Lumber Standard. 1.4 DELIVERY, STORAGE, AND HANDLING A. Cover wood products to protect against moisture. B. Support stacked products to prevent deformation and to allow air circulation. PART2-PRODUCTS 2.1 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. Provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements. 2. Grading Agency: Any grading agency whose rules are approved by the ALSC, and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. 2.2 DIMENSION LUMBER FOR CONCEALED APPLICATIONS A. Sizes: Nominal sizes as indicated on Contract Drawings. B. Moisture Content: S -dry or MC19; C. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: 1. Lumber: S4S, No. 2 or Standard Grade. 2. Boards: Standard or No. 3. 2.3 FASTENERS AND ANCHORS A. Carpentry/plywood to wood substrate: 1. #8, coarse galvanized, sharp point, dual -torque deck screw with bugle head. 2. Length as necessary to penetrate substrate by a minimum of 1 -1/2 -inches. B. Carpentry to steel or wood roof decking: 1. #14 steel roofing screw with corrosion -protective coating. a. Roofgrip screw with Climaseal coating, by Buildex Division of ITW, Inc.; itwbuildex.com. 14494 Mt. Prospect Booster Station #16 - Roof Replacement MISCELLANEOUS ROUGH CARPENTRY 06 1053-1 b. Heavy Duty Roofing Fastener with CR -10 coating, by OMG, Inc.; olyfastecom. c. #14 Dekfast with gray e -coat coating, by SFS intec, Inc.; sfsintecusa.com. d. Trufast #14 HD Roofing Fastener with black a -coat coating, by Altenloh, Brinck & Co. U.S., Inc.; trufast.com. e. Or Approved equal. 2. Length shall be sufficient to penetrate steel decking (top pan only) by 1/2 -inch, or wood decking by 1 -inch. C. Carpentry to concrete or solid masonry substrate: 1. 1/4 -inch diameter, Phillips -head masonryscrew. a. Tapcon, 1/4 -inch diameter, Phillips -head screw, by Buildex Division of ITW, Inc.; itwbuildexecom. b. Tapper, 1/4 -inch diameter, Phillips -head screw, by Powers Fastening, Inc.; �owersecom. c. Titen, 1/4 -inch diameter, Phillips -head screw, by Simpson Strong -Tie; strongtieecom. d. Or Approved equal. 2. Zinc Alloy nail -drive expansion anchor, 1/4 -inch diameter, with stainless-steel pin. 3. Length as necessary to provide a minimum of 1 -inch embedment. D. Carpentry to hollow masonry substrate: 1. 1/4 -inch diameter sleeve anchor; length as necessary to penetrate a minimum of 1 -inch into interior of the hollow masonry units. a. Sleeve Anchor, by Hilti Fastening Systems; www.hilti.com. b. Or Approved equal. 2. 1/4 -inch diameter, Phillips -head masonry screw; length as necessary to provide a minimum of 1 - inch embedment. a. Tapcon, 1/4 -inch diameter, Phillips -head screw, by Buildex Division of ITW; itwbuildexecom. b. Tapper, 1/4 -inch diameter, Phillips -head screw, by Powers Fastening, Inc.; �owersecom. c. Titen, 1/4 -inch diameter, Phillips -head screw, by Simpson Strong -Tie; strongtieecom. d. Or Approved equal. E. Carpentry to sheet metal substrate: 1. Self -drilling sheet metal screws, cadmium plated. a. 10-24 wafer -head Plymetal TEKS/3 with wings, by Buildex Division of ITW, Inc.; itwbuildexecom. b. Or Approved equal. 2. Length shall penetrate the substrate by a minimum of 1 -inch. F. Carpentry to structural steel: 1. Self -drilling sheet metal screws, cadmium plated. a. 12-24 flat -head TEKS/4, by Buildex Division of ITW, Inc.; itwbuildexecom. b. Or Approved equal. 2. Length shall penetrate the substrate by a minimum of 1 -inch. PART 3 - EXECUTION 3.1 PREPARATION A. Coordinate installation of rough carpentry members with Work specified in othersections. B. Examine existing nailers and blocking which conforms to Contract Drawings at walls, edges, expansion joints, hatches, pipes or curbs: 1. Replace deteriorated sections with new dimensional lumber of the same size. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 06 1053-2 MISCELLANEOUS ROUGH CARPENTRY „ ,, wIN"- III1:V ,!W., IIIIIIII "3;6 2. Verify existing fastening to comply with specified requirements for new Work; enhance to secure as required. 3.2 INSTALLATION —GENERAL A. Do not use lumber or materials which are unsound, warped, bowed, twisted, inadequately seasoned, or too small to fabricate Work with a minimum of joints. B. Fit carpentry Work to other Work. Produce joints which are tight, true and well fastened. C. Set carpentry accurately to required levels and lines with members plumb and true. D. Attach carpentry to substrates in accordance with recognized standards. E. Countersink new fastener heads flush with top of wood members. Hollow out bottom of new wood members, if necessary, to fit over existing exposed bolt heads that are not countersunk. 3.3 ROOF -RELATED CARPENTRY A. Provide wood blocking and nailers as indicated on Contract Drawings. B. Coordinate installation of roofing carpentry with other construction, framing of roof openings, and roofing assembly installation. C. Provide wood curbs at all roof openings except where specifically indicated otherwise. Form corners by alternating lapping side members. D. Provide wood curb extensions at all existing curbs, except where specifically indicated otherwise, to achieve a minimum of 8 -inch flashing height above finished roof surface. Form corners with alternating, lapping side members. E. When using multiple nailer courses, weave corners and stagger end joints a minimum of 3 -feet from underlying course. 3.4 ATTACHMENT A. Fasten 2 -by material to decking at a maximum of 16 -inches on center, staggered, and 1 by material at a maximum of 12 -inches on center, staggered. B. Fasten 2 by material to concrete or masonry at a maximum of 24 -inches on center, staggered, and 1 by material at a maximum of 16 -inches on center, staggered. C. Fasten 2 by material together with 3 -inch long screws at 16 -inches on center, staggered. D. Within 10 -feet of building corners, increase fastening rate to at a maximum of 8 -inches on center, staggered. E. Provide additional fasteners, as required, to counteract minor warpage or variances in substrate, and to hold tight and true to lines. F. Fasteners shall be placed no closer than 1 -inch from panel edges. Fasten panels at edges; spacing shall be no greater than 12 -inches on center. G. Where applicable at large panels, fasten center in horizontal rows on 24 -inch maximum centers. Fastener spacing shall be no greater than 12 -inches on center and staggered from adjacent rows or edges. 3.5 TOLERANCES A. Framing Members: 1/4 -inch from true position, maximum. B. Variation from Plane: 1/4 -inch in 10 -feet, maximum, and 1/4 -inch in 30 feet, maximum. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement MISCELLANEOUS ROUGH CARPENTRY 06 1053-3 This page intentionally left blank „ I ff'-III1:V ,-!W., IIIIIIII "3;6 SECTION 07 01 50.19 PREPARATION FOR RE -ROOFING PART1-GENERAL 1.1 SECTION INCLUDES A. Removal of existing building components in preparation for a new roof membrane system. 1.2 RELATED REQUIREMENTS A. Document 00 31 00 - Available Project Information: Bulk sample ACRM laboratory analysis results B. Section 05 01 30 - Maintenance of Steel Roof Decking; Repair or replacement of roof decking. C. Section 06 10 53 - Miscellaneous Rough Carpentry; Replacement or addition of perimeter blocking. D. Section 07 53 23 — EPDM Single -Ply Roofing. 1.3 PRICE AND PAYMENT PROCEDURES A. See Section 0122 00 - "Unit Prices", for unit price requirements relating to replacement of deteriorated components. 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordinate with affected mechanical and electrical Work associated with roof penetrations. B. Coordinate with affected plumbing Work associated with storm drainage system. C. Schedule work to coincide with commencement of installation of new roofing system. 1.5 FIELD CONDITIONS A. Reroofing Work, once begun, will leave building subject to leakage and therefore must be considered in state of emergency when weather threatens. B. Do not remove existing roofing membrane when weather conditions threaten integrity of building contents or intended continued occupancy. C. Existing building shall be protected from water infiltration through any roof, parapet, or wall area under repair for the life of Project. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that existing roof surface is clear and ready for Work of this section. B. Verify that wood nailers have been properly installed. C. Contractor is responsible for confirming presence of hazardous materials with Owner per OSHA requirements prior to removal. 3.2 PREPARATION A. Provide exterior access. B. Prior to removal of existing roofing, coordinate drain replacement with Owner. C. Prior to removal of existing roofing, perform mechanical, electrical and plumbing Work as required. 3.3 MATERIAL REMOVAL A. Remove only as much roofing, flashings and insulation as can be made watertight each day. 1. Make an effective watertight seal between the existing roof system and new roof system at the end of each day's Work. B. Remove sheet metal flashings from areas involved in Work, unless specifically indicated to remain on Contract Drawings. C. Back out existing fasteners during removal of roof system components. 14494 Mt. Prospect Booster Station #16 - Roof Replacement PREPARATION FOR RE -ROOFING 07 01 50.19 - 1 D. Remove, and legally dispose of, existing roof membrane(s), flashings, insulation and fasteners down to existing structural steel roof decking. E. Refer to Contract Drawings for removals of existing perimeter blocking. Where scheduled to remain, remove damaged or deteriorated sections, as required. F. Load roofing debris directly into trucks by means of approved chutes or other controlled means. 1. Throwing or dropping will not be permitted. 2. Pick up debris continuously to prevent straying. 3. All such aggregate, rubbish, and debris shall be removed from the site and legally disposed of. 3.4 ADJUSTMENTS A. Refer to Contract Drawings for additions and/or changes to perimeter blocking configuration. 1. Provide wood nailers at perimeters and other locations, to height matching total thickness of insulation being used., as indicated on Contract Drawings. B. Replace wet or deteriorated components; provide documentation for additional cost. C. Repair or replace existing steel decking as required to provide smooth working surface for new roof system; provide documentation for additional cost. D. Projections and penetrations within roof system less than 8 -inches in height shall be modified and raised to a height of 8 -inches, minimum, above the finished height of the roof system. 1. Plumbing vent piping shall be raised using no -hub connectors and Schedule 40 plastic piping to height of not less than 8 -inches nor more than 12 -inches above finished height of roof system. 3.5 FIELD QUALITY CONTROL A. Verify that: 1. Substrate is smooth, dry, and properly installed and ready to accept new roof system. 2. Items not specified to be removed and replaced, but necessary for proper installation of Work, have been properly coordinated for removal and replacement. B. Do not proceed until unsatisfactory conditions have been corrected. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement 07 01 50.19 - 2 PREPARATION FOR RE -ROOFING „ ,, wIN"- III1:V ,!W., IIIIIIII "3;6 SECTION 07 53 23 EPDM SINGLE -PLY ROOFING PART1-GENERAL 1.1 SECTION INCLUDES A. EPDM single -ply membrane fully -adhered roofing system, including components specified. 1. Deck sheathing; 2. Vapor retarder; 3. Insulation: flat -stock and tapered; 4. Field -fabricated flexible flashings; 5. Preformed components; Roofing stack boots and walkway pads. B. Disposal of construction waste is the responsibility of Contractor. Perform disposal in manner complying with applicable Federal, state, and local regulations. C. Commencement of Work by Contractor shall constitute acknowledgement by Contractor that this specification can be satisfactorily executed, under the project conditions and with necessary prerequisites for warranty acceptance by roofing membrane manufacturer. 1. No modification of the Contract Sum will be made for failure to adequately examine Contract Documents or Project conditions. 1.2 RELATED REQUIREMENTS A. Section 06 10 53 - Miscellaneous Rough Carpentry: Wood nailers associated with roofing and roof insulation. B. Section 07 01 50.19 - Preparation for Reroofing. C. Section 07 62 00 - Sheet Metal Flashing and Trim: Formed metal flashing and trim items associated with roofing. D. Section 22 40 00 - Storm Water Drainage: Roof drains and vent piping. 1.3 DEFINITIONS A. Roofing Terminology: Refer to ASTM D1079 for definition of terms related to roofing Work not otherwise defined in the section. B. LTTR: Long Term Thermal Resistance, as defined by CAN -ULC S770. 1.4 REFERENCE STANDARDS A. ASTM International Standards, latest editions unless otherwise stated: 1. ASTM C177 - Standard Test Method for Steady -State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded -Hot -Plate Apparatus; 2. ASTM C209 - Standard Test Methods for Cellulosic Fiber Insulating Board; 3. ASTM C473 - Standard Test Methods for Physical Testing of Gypsum Panel Products. 4. ASTM C518 - Standard Test Method for Steady -State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus; 5. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing. 6. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocya n u rate Thermal Insulation Board; 7. ASTM D1079 - Standard Terminology Relating to Roofing and Waterproofing; 8. ASTM D1621 - Standard Test Method for Compressive Properties of Rigid Cellular Plastics; 9. ASTM D2126 - Standard Test Method for Response of Rigid Cellular Plastics to Thermal and Humid Aging; 14494 Mt. Prospect Booster Station #16 - Roof Replacement EPDM SINGLE -PLY ROOFING 075323-1 10. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber; 11. ASTM D4637 - Standard Specification for EPDM Sheet Used In Single -Ply Roof Membrane. 12. ASTM D4811 - Standard Specification for Nonvulcanized (Uncured) Rubber Sheet Used as Roof Flashing; 13. ASTM D5147 - Standard Test Methods for Sampling and Testing Modified Bituminous Sheet Material; 14. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials. 15. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at750 Degrees C. B. CAN -ULC -S770 - Standard Test Method Determination of L -Term Thermal Resistance of Closed -Cell Thermal Insulating Foams; B. NRCA ML104 - The NRCA Roofing and Waterproofing Manual; National Roofing Contractors Association; Fifth Edition, with interim updates. C. Underwriters Laboratories Inc. (UL): 1. UL (RMSD) - Roofing Materials and Systems Directory; current edition. 2. UL (FRD) - Fire Resistance Directory; current edition. 1.5 ADMINISTRATIVE REQUIREMENTS A. Pre -Installation Conference: Before start of roofing Work, Consultant shall hold a meeting to discuss the proper installation of materials and requirements to achieve the warranty. 1. Require attendance with all parties directly influencing the quality of roofing Work or affected by the performance of roofing Work. 1.6 SUBMITTALS A. See Section 0130 00 - "Administrative Requirements", for submittal procedures. B. Product Data: 1. Provide membrane manufacturer's printed data sufficient to show that components of roofing system, including insulation and fasteners, comply with the specified requirements and with the membrane manufacturer's requirements and recommendations for the system type specified. 2. Installation Instructions: Provide manufacturer's instructions to installer, marked up to showexactly how components will be installed; where instructions allow installation options, clearly indicate which option will be used. C. Shop Drawings: 1. Provide manufacturer's insulation adhesive pattern/spacing for requirements specified orrequired. 2. For tapered insulation, provide Project -specific layout and dimensions for each board. D. Specimen Warranty: Submit prior to starting Work. E. Installer Qualifications: Letter from manufacturer attesting that the roofing installer meets the specified qualifications. F. Pre -Installation Notice: Copy to show that manufacturer's required Pre -Installation Notice (PIN) has been accepted and approved by the manufacturer. G. Executed Warranty at Project Closeout. 1.7 QUALITY ASSURANCE A. Installer Qualifications: Roofing installer shall have the following: 1. Current approval, license, or authorization as applicator by manufacturer. 2. At least 5 -years' experience in installing specified system, at projects of similar size and scope. 3. Capability to provide payment and performance bond to building Owner. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 075323-2 EPDM SINGLE -PLY ROOFING „ ,, wI ff'- III1:V ,!W., IIIIIIII i"3;6 B. Comply with the published recommendations and instructions of the roofing membrane manufacturer. C. Perform Work in a sequential manner to avoid construction traffic over completed areas as installation progresses. 1.8 WARRANTY A. See Section 01 70 00 — "Execution and Closeout Requirements'; for additional warranty requirements. B. Comply with warranty procedures required by manufacturer, including notifications, scheduling, and inspections. C. Manufacturer's Warranty: After Project completion and acceptance, provide a roof system warranty covering membrane, insulation, and accessory components supplied by roof system manufacturer, for a term of 20 -years from date of Substantial Completion. 1. Limit of Liability: No dollar limitation. D. Scope of Coverage: Repair leaks in the roofing system caused by: 1. Ordinary wear and tear of the elements. 2. Unintentional damage due to normal rooftop inspections, maintenance, orservice. 3. Manufacturing defects in materials supplied by Warrantor. 4. Defective workmanship used to install these materials. 5. Damage due to winds up to 55 mph (88 km/h). PART2-PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Roof System: 1. Carlisle Syntec Systems:carlislesyntec.com. 2. Firestone Building Products LLC: firestonebpco.com. 3. Johns -Manville Corporation: mecum. 4. Substitutions: See Section 01 60 00 - "Product Requirements" B. Manufacturer of Insulation and Cover Boards: Same manufacturer as roof membrane. 2.2 ROOFING SYSTEM DESCRIPTION A. Roofing System: EPDM single -ply membrane. 1. Membrane Attachment: Fully Adhered. 2. Comply with applicable local building code requirements. 3. Provide assembly having Underwriters Laboratories, Inc. (UL) Class A Fire Hazard Classification. 2.3 EPDM MEMBRANE MATERIALS A. Roofing and Flashing Membrane: Black, cured synthetic single -ply membrane composed of EPDM with the following properties: 1. Reinforcement: None; membrane complying with ASTM D4637 Type I. 2. Thickness: 0.060 -inch. 3. Nominal Thickness Tolerance: Plus/minus 10 -percent. 4. Sheet Width: Provide the widest available sheets to minimize field seaming. 5. Acceptable Products: a. 0.060 -inch Sure -Seal non -reinforced EPDM Membrane, by Carlisle. b. 60 -mil RubberGard Max reinforced EPDM Membrane, by Firestone. c. JM EPDM NR 60 -mil, By Johns Manville. B. Membrane Fasteners: Heavy-duty by roof membrane manufacturer for roofing system and warranty to be provided; use only fasteners furnished by roof membrane manufacturer. 14494 Mt. Prospect Booster Station #16 - Roof Replacement EPDM SINGLE -PLY ROOFING 075323-3 C. Flashing Membrane: Self -curing, non -reinforced membrane composed of nonvulcanized and vulcanized EPDM rubber, complying with ASTM D4811, Type II or ASTM D4637, Type I as appropriate, by manufacturer, for use and with the following properties: 1. Thickness: 0.060 -inch. Note: Match Membrane Thickness D. Self -Adhering Flashing Membrane: Semi -cured 45 -mil EPDM membrane laminated to 35 -mil EPDM tape adhesive. E. Pre -Molded Pipe Flashings: EPDM, molded for quick adaptation to different sized pipes. 1. Secure to penetration with stainless steel gear drive clamp. F. Lap Splice Tape: 35 -mil EPDM-based, formulated for compatibility with EPDM membrane and high - solids primer. G. Splice Adhesive: Synthetic polymer -based, formulated for compatibility with EPDM membrane and metal surfaces. H. Bonding Adhesive: Neoprene -based, formulated for compatibility with EPDM membrane and wide variety of substrate materials, including masonry, wood, and insulation facings. I. Adhesive Primer: Synthetic rubber -based primer formulated for compatibility with EPDM membrane and tape adhesive. J. Seam Edge Treatment: EPDM rubber -based sealant, formulated for sealing exposed edges of membrane at seams. K. Water Block Seal: Butyl rubber sealant for use between two surfaces, not exposed L. Metal Plates Used for Fastening Membrane: Steel with Galvalume coating; corrosion -resistance meeting FM 4470 criteria. 2.4 DECK SHEATHING A. Gypsum -Based Roof Board: Non-combustible, water resistant gypsum core with embedded glass mat facers, complying with ASTM C1177/C1177M, and with the following additional characteristics: 1. Size: 48 -inches by 96 -inches, nominal. 2. Thickness: As indicated on Contract Drawings. 3. Surface Water Absorption: 2.5 g, maximum, when tested in accordance with ASTM C473. 4. Surface Burning Characteristics: Flame spread of 0, smoke developed of 0, when tested in accordance with ASTM E84. 5. Combustibility: Non-combustible, when tested in accordance with ASTM E136. 6. Factory Mutual approved for use with FM 1-90 rated roofing assemblies. 7. Mold Growth Resistance: Zero growth, when tested in accordance with ASTM D3273 for minimum of 4 weeks. 8. Acceptable Product: a. DensDeck, by Georgia-Pacific Gypsum LLC: buildgp�ecom. b. United States Gypsum Company, SECUROCK Gypsum -Fiber Roof Board: usgecom. 2.5 VAPOR RETARDER A. Self -Adhering Membrane Vapor Retarder: 1. Roll Width: 3'-9". 2. Thickness: 30 -mils, per ASTM D5147. 3. Tensile Strength, in accordance with ASTM D5147. 4. Acceptable products: Note: Update as necessary, or keep both a. VapAirSeal 725TR, by Carlisle;carlisle-syntec.com. b. V -Force Vapor Barrier membrane, by Firestone; firestonebpco.com. c. JM CleanBond Base Sheet, by Johns -Manville; mecum. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 075323-4 EPDM SINGLE -PLY ROOFING „ ,, wI ff'- III1:V ,!W., IIIIIIII i"3;6 d. Substitutions: See Section 01 60 00 - "Product Requirements" 5. Primer: Water-based primer, as recommended by manufacturer for use with self -adhering membrane. 2.6 ROOF INSULATION A. Polyisocya n u rate Board Insulation: Closed cell polyisocyan u rate foam with glass reinforced mat laminated, complying with ASTM C1289, with the following additional characteristics: 1. Compressive Strength: 20 psi (138 kPa) when tested in accordance with ASTM C1289. 2. UL -Classified and FM -approved for direct to steel deck applications. 3. Ozone Depletion Potential: Zero; made without CFC or HCFC blowing agents. 4. Board Size: 48 -inches by 48 -inches, nominal. 5. Flat -Stock Thickness: As indicated on Contract Drawings. B. Tapered Polyisocyan u rate Insulation System: 1. Compressive Strength: 20 psi (138 kPa) when tested in accordance with ASTM C1289. 2. UL -Classified and FM -approved for direct to steel deck applications. 3. Ozone Depletion Potential: Zero; made without CFC or HCFC blowing agents. 4. Board Size: 48 -inches by48-inches. 5. Thickness and slope: as indicated on Contract Drawings. C. Tapered Drain Sump/Saddle/Cricket Configuration: 1. Starting Thickness: As indicated on Contract Drawings. 2. Rate of Taper: As indicated on Contract Drawings. D. System R -Value (LTTR): R-30.0, minimum. E. Adhesive for Insulation Attachment: Type as required by roof membrane manufacturer for roofing system and warranty to be provided; use only adhesives furnished by roof membrane manufacturer. 2.7 COVER BOARD A. High Density Polyisocyan u rate Cover Board: Non-combustible, water resistant, high density closed cell polyisocyan u rate core with coated glass mat facers, complying with ASTM C1289, Type II, Class 4, Grade 2, with the following characteristics: 1. Board Size: 48 -inches by 48 -inches, nominal. 2. Board Thickness: As indicated on Contract Drawings. 3. Thermal Value: R -value of 2.5, tested in accordance with ASTM C518 and ASTM C177. 4. Surface Water Absorption: <3 percent, when tested in accordance with ASTM C209. 5. Compressive Strength: >100 psi (690 kPaa) when tested in accordance with ASTM D1621. 6. Dimensional stability: <0.5% linear change, when tested in accordance with ASTM D2126. 7. Factory Mutual approved for use with FM 1-90 rated roofing assemblies. 8. Mold Growth Resistance: Passing ASTM D3273. 9. Acceptable Product: Same manufacturer as roof system manufacturer. B. Adhesive for Insulation Attachment: Type as required by roof membrane manufacturer for roofing system and warranty to be provided; use only adhesives furnished by roof membrane manufacturer. C. Spray Filler Foam: 1. "Roof -Pak", by The Dow Chemical Company; buildinq.dow.com. 2. Substitutions: See Section 01 60 00 - "Product Requirements". 2.8 ACCESSORY MATERIALS A. Roof Walkway Pads: EPDM, 0.30 -inch -thick by 30 by 30 inches with EPDM tape adhesive strips laminated to the bottom. 14494 Mt. Prospect Booster Station #16 - Roof Replacement EPDM SINGLE -PLY ROOFING 075323-5 PART 3 - INSTALLATION 3.1 GENERAL A. Install roofing, insulation, flashings, and accessories in accordance with roofing manufacturer's published instructions and recommendations for the specified roofing system, unless specified herein, whichever is most stringent. Where manufacturer provides no instructions or recommendations, follow good roofing practices and industry standards. Comply with federal, state, and local regulations. B. Obtain relevant instructions and maintain copies at Project site for duration of installation period. C. Do not start Work until Pre -Installation Notice has been submitted to manufacturer as notification that this project requires a manufacturer's warranty. D. Perform Work using competent and properly equipped personnel. E. Temporary closures, which ensure that moisture does not damage any completed section of the new roofing system, are the responsibility of the applicator. Completion of flashings, terminations, and temporary closures shall be completed as required to provide a watertight condition. F. Install roofing membrane only when surfaces are clean, dry, smooth and free of snow or ice; do not apply roofing membrane during inclement weather or when ambient conditions will not allow proper application; consult manufacturer for recommended procedures during cold weather. Do not work with sealants and adhesives when material temperature is outside the range of 60 to 80 -degrees F. G. Protect adjacent construction, property, vehicles, and persons from damage related to roofing Work; repair or restore damage caused by roofing Work. 1. Protect from spills and overspray from, adhesives, sealants and coatings. 2. Particularly protect metal, glass, plastic, and painted surfaces from bitumen, adhesives, and sealants within the range of wind-borne overspray. 3. Protect finished areas of the roofing system from roofing related work traffic and traffic by other trades. H. Until ready for use, keep materials in their original containers as labeled by the manufacturer. Consult membrane manufacturer's instructions, container labels, and Material Safety Data Sheets (MSDS) for specific safety instructions. Keep adhesives, sealants, primers and cleaning materials away from all sources of ignition. 3.2 EXAMINATION A. Examine roof deck to determine that it is sufficiently rigid to support installers and theirmechanical equipment, and that deflection will not strain or rupture roof components or deform deck. B. Verify that surfaces and site conditions are ready to receive Work. Correct defects in substrate before commencing with roofing Work. C. Examine roof substrate to verify that it is properly sloped to drains. D. Verify that specifications and Contract Drawings are workable and not in conflict with roofing manufacturer's recommendations and instructions; start of Work constitutes acceptable of Project conditions and requirements. E. Verify that wood nailers have been properly installed. 3.3 PREPARATION A. Refer to Section 07 0150.19 -"Preparation for Re -Roofing". 3.4 DECK SHEATHING INSTALLATION A. Loose lay gypsum board sheathing with the long dimension of the sheathing perpendicular to steeldeck flutes. 1. Abut ends of the boards centered over top flanges of decking. Offset board joints by not less than one-third of board length; one-half board offset is preferred. 2. Do not jam or deform boards. 3. Gaps in excess of 1/4 -inch will not be acceptable. At gaps larger than 1/4 -inch cut back and fill with new piece. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 075323-6 EPDM SINGLE -PLY ROOFING „ l u,'.III1:V ,-!W., IIIIIIII "3;6 4. Broken corners shall be cut-out and replaced with new piece. 5. Filler pieces shall be no smaller than 18 -inches in either dimension. 6. Variations in elevation in excess of 1/8 -inch between boards will not be acceptable. B. Attach sheathing sufficiently to hold in place and allow for installation of vapor retarder membrane. 3.5 VAPOR RETARDER INSTALLATION A. Surface to receive vapor retarder shall be clean and dry. B. Install solvent -based primer in accordance with manufacturer's instructions, and as follows: 1. Apply at ambient temperatures of 25 -degrees F. and above. 2. For applications taking place in ambient temperature below 60 -degrees F.; store cylinders in heated space and move to Project area during application. 3. Allow primer to dry before proceeding; primer may be sticky, but with no residue upon touch. Limit application to surfaces that will be covered with membrane the same day. C. Unroll and position membrane over the primed substrate, with release liner in place for alignment. 1. Do not immediately remove release liner until ready for adhesion. 2. Position to overlap each preceding sheet by 3 -inches lengthwise, following the reference line, and by 6 -inches at each end. Stagger end laps by at least 12 -inches. D. Begin application at the bottom of the slope and overlap in a shingle fashion so the laps shed water. E. Once roll is aligned, peel back a portion of the release liner and press the membrane onto the substrate for initial adhesion. Remove the release liner diagonally at a 45 -degree angle, following the direction of the roll. F. Use a 75 -Ib (34 kg) roller, moving back and forth over the membrane surface, to fully mate each roll, including the laps. Finish by aligning the edge of the roller with the lower end of the side laps and rolling up the membrane. G. Where air bubbles become trapped under the laps, do not cut the membrane to remove; rather, push the roller toward the edge of the sheet to squeeze them out. H. Ensure that all penetrations and edge conditions are sealed to prevent moisture and air drive into the roofing system. 3.6 INSULATION INSTALLATION A. Install insulation in accordance with Contract Drawings. B. Install insulation in a manner that will not compromise vapor retarder integrity. C. Install only as much insulation as can be covered with the completed roofing system before the end of the day's Work or before the onset of inclement weather. D. Lay roof insulation in courses parallel to roof edges E. Tapered insulation layout: Refer to Contract Drawings. Provide tapered saddles in valley lines: a. Lay saddle boards starting at the edge of the tapered insulation sumps, or drainage point. b. Lay out saddles using a 1:2 ratio, or 22.5 -degree plan angle (e.g., 10'-0” dimension along valley corresponds to 5'-0" dimension parallel with slope — connecting line represents the leading edge of the saddle). c. Whenever possible, increase angle to incorporate full -width boards at ridge of saddle. 2. At projections greater than 12 -inches in width, provide tapered insulation crickets on upslope side. a. Lay out boards with leading edges of cricket a minimum of 6 -inches out from curb corners to extend beyond edges of roof flashings. F. Neatly and tightly fit insulation to all penetrations, projections, and nailers, with gaps not greater than 1/4 -inch. Fill gaps greater than 1/4 -inch with acceptable insulation. Do not leave the roofing membrane unsupported over a space greater than 1/4 -inch. 14494 Mt. Prospect Booster Station #16 - Roof Replacement EPDM SINGLE -PLY ROOFING 075323-7 G. Cold Adhesive Attachment for insulation: Apply in accordance with membrane manufacturer's instructions and recommendations; "walk-in" individual roof insulation boards to obtain maximum adhesive contact. Use 6 -inch row spacing; minimum of 8 beads per 48 -inch wide board. 3.7 SINGLE -PLY MEMBRANE INSTALLATION A. Beginning at low point of roof, place membrane without stretching over substrate and allow to relax at least 30 -minutes before attachment or splicing; in colder weather allow for longer relaxtime. B. Lay out the membrane pieces so that field and flashing splices are installed to shed water. C. Install membrane without wrinkles and without gaps or fishmouths in seams; D. Install membrane adhered to the substrate, with edge securement as specified. E. Adhered Membrane: Bond membrane sheet to substrate using membrane manufacturer's bonding adhesive specified herein at manufacturer's recommended application rate and procedures. Do not apply bonding material to seaming area of membrane. F. Edge Securement: Secure membrane at all locations where membrane terminates or goes through an angle change greater than 2 in 12 -inches (1:6) using mechanically fastened reinforced perimeter fastening strips, plates, or metal edging as indicated or as recommended by roofing manufacturer. Exceptions: Round pipe penetrations less than 18 -inches in diameter and square penetrations less than 4 -inches square. G. Bond and test seams and laps in accordance with membrane manufacturer's recommended application rate and procedures. 3.8 FLASHING AND ACCESSORIES INSTALLATION A. Install flashings, including laps, splices, joints, bonding, adhesion, and attachment, as indicated on Contract Drawings. 3.9 FINISHING AND WALKWAY INSTALLATION A. Install walkways at access points to the roof, around rooftop equipment that may require maintenance, and where indicated on Contract Drawings. Use specified walkway pads unless otherwise indicated. B. Walkway Pads: Adhere to roofing membrane, spacing each pad at minimum of 1 -inch and maximum of 3 -inches from each other to allow for drainage. 1. If installation of walkway pads over field fabricated splices or within 6 -inches of a splice edge cannot be avoided, adhere another layer of flashing over the splice and extending beyond walkway pad a minimum of 6 -inches on either side. 3.10 FIELD QUALITY CONTROL A. See Section 0140 00 -"Quality Requirements'; for additional requirements. B. Inspection by Manufacturer: 1. Manufacturer shall provide periodic inspections during the course of Work. Inspection intervals shall include project start-up support and initial inspection, interim (50 -percent) inspection and final inspection. 2. Provide final inspection of the roofing system by a Technical Representative employed by roofing system manufacturer specifically to inspect installation for warranty purposes (i.e. not a sales person). C. Perform corrections necessary for issuance of warranty. 3.11 CLEANING A. Clean contaminants generated by roofing work from building and surrounding areas, including adhesives, and sealants. B. Repair or replace building components and finished surfaces damaged or defaced due to the work of this section; comply with recommendations of manufacturers of components and surfaces. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 075323-8 EPDM SINGLE -PLY ROOFING „ ,, wIN"- III1:V ,!W., IIIIIIII "3;6 C. Remove leftover materials, trash, debris, equipment from Project site and surrounding areas. 3.12 PROTECTION A. Where construction traffic must continue over finished roof membrane, provide durable protection and replace or repair damaged roofing to original condition. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement EPDM SINGLE -PLY ROOFING 075323-9 This page intentionally left blank „ ,,wl Iff"'- ,!W., IIIIIIII "3;6 SECTION 07 62 00 SHEET METAL FLASHING AND TRIM PART1-GENERAL 1.1 SECTION INCLUDES A. Fabricated sheet metal items, including but not limited to: 1. Snap -on Fascia Covers; 2. Copings; 3. Continuous Cleats; 4. Counterflashings; 5. Deck Closures; 6. Skirt Flashings; 7. Soffit and Miscellaneous Closures. 1.2 RELATED REQUIREMENTS A. Section 06 10 53 - Miscellaneous Rough Carpentry: Substrate forflashings. B. Section 07 53 23 - EPDM Single -Ply Roofing. C. Section 07 90 05 - Joint Sealers. 1.3 REFERENCE STANDARDS A. American Architectural Manufacturers Association (AAMA): 1. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels; 2011. B. ASTM International Standards, latest editions unless otherwise stated: 1. ASTM Al53/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 3. ASTM A666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless -Steel Sheet, Strip, Plate, and Flat Bar; 4. ASTM B209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate; 5. ASTM D822 - Standard Practice for Filtered Open -Flame Carbon -Arc Exposures of Paintand Related Coatings. C. National Roofing Contractors Association (NRCA) — The NRCA Roofing and Waterproofing Manual, ML104; Fifth Edition, with interim updates. D. SMACNA (ASMM) - Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning Contractors' National Association; 2012. 1.4 SUBMITTALS A. See Section 0130 00 -"Administrative Requirements'; for submittal procedures. B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations and installation details. C. Submit manufacturer's standard color chart for Owner's selection. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with SMACNA Architectural Sheet Metal Manual requirements and standard details, except as otherwise indicated. B. Coordinate and be responsible for removal and reinstallation of items not specified to be removed and replaced as may be necessary for proper installation of its Work. 14494 Mt. Prospect Booster Station #16 - Roof Replacement SHEET METAL FLASHING AND TRIM 076200-1 C. Utilize good weather to utmost. 1. Plan and schedule Work to occur during least threatening weather. 2. Have standing agreement with subcontractors, parties agreeing to proceed as arranged, but also agreeing to adjust to sudden changes of weather. D. Work, once begun, will leave building subject to leakage and therefore must be considered in state of emergency when weather threatens. 1. Existing building shall be protected from water entering through any roof, parapet or wall area under repair for the life of Project. E. Remove only as much flashing as can be made watertight each day. 1. Make an effective watertight seal between existing new at the end of each day's Work. 2. Remove seal prior to continuing. 1.6 DELIVERY, STORAGE, AND HANDLING A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage. B. Prevent contact with materials that could cause discoloration orstaining. PART2-PRODUCTS 2.1 SHEET MATERIALS A. Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; B. Pre -Finished Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; shop pre -coated with PVDF coating. 1. PVDF (Polyvinylidene Fluoride) Coating: Superior Performance Organic Finish, AAMA 2605; multiple coat, thermally cured fluoropolymer finish system. 2. Color: As selected by Owner from manufacturer's standard colors. C. Pre -Finished Aluminum: ASTM B209 3005 alloy, H12 or H14 temper; stucco embossed finish shop pre -coated with fluoropolymer coating. 1. Fluoropolymer Coating: High Performance Organic Finish, AAMA 2604; multiple coat, thermally cured fluoropolymer finish system. 2. Color: As selected by Consultant from manufacturer's standard colors. D. Stainless-steel: ASTM A666 Type 304, soft temper, 0.015 -inch -thick; smooth No. 4finish. 2.2 MANUFACTURED COMPONENTS A. Roof membrane manufacturers FM approved premanufactured roof edge with galvanized waterdam and prefinished metal face. 1. AnchorGard SP Fascia, by Firestone for 20 -year warranty. 2. SecurEdge 2000 Standard Fascia, by Carlisle for 20 -year warranty. 3. Presto-Tite, by Johns Manville for 20 -year warranty. B. Pump House Perimeter Weather Seal: Model "Ultra -Kit" Prefabricated 0.080 -thick inner -tube and 0.100 - thick ultra -rubber garage door bottom seal with 2 -inch flat stock aluminum retainer bar by North Shore Residential Door Company, Inc.: northshorecommercialdoor.com. 2.3 ACCESSORIES A. Fasteners: Same material and finish as flashing metal, with soft neoprene washers. B. Sealant: Type polyurethane water tight sealants specified in Section 07 90 05 — "Joint Sealers". C. Fasteners and Anchors: Where not specified, size fasteners to suit conditions and materials. 1. Metal Jointing with Pop Rivets: a. Rivets shall be a minimum 1/8 -inch diameter, of length required to properly engage both pieces of sheet metal. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 076200-2 SHEET METAL FLASHING AND TRIM „ l u,'.III1:V ,-!W., IIIIIIII "3;6 b. Rivets shall match the type and finish of sheet metal being joined. 2. Metal to Wood Concealed Fasteners: a. Ring shank nails: Hot -dipped galvanized steel per ASTM Al53/A153M. 3. Metal to Wood Exposed Fasteners: a. Number 10 nonmagnetic stainless-steel screws with EPDM bonded washer. 4. Metal to Metal Concealed Fasteners: a. Cadmium -plated, bugle -head sheet metal screws. 5. Metal to Metal Exposed Fasteners: a. Screw anchors: 1) Nonmagnetic stainless steel; pop rivets; same finish as sheet metal. 2) Number 8 nonmagnetic stainless-steel pan head screws; counter flashing to reglet/receiver. 3) Number 10 nonmagnetic stainless-steel screws with EPDM bonded washer. 6. Metal to Concrete and Masonry Concealed Fasteners: a. Nail -drive expansion anchor. 1) Zinc alloy (nylon not allowed) with stainless steel pin. b. Screw anchors. 1) Zinc -plated carbon steel. 7. Metal to Concrete and Masonry Exposed Fasteners: a. 1/4 -inch nonmagnetic stainless-steel screw anchors with bonded EPDM washer. 2.4 FABRICATION A. Deliver shop fabricated and manufactured products to site ready for designed installation. Field fabricate to fit applications indicated and perform optimally with respect to weather resistance, water- tightness, durability, strength and uniform appearance. B. Fabricate to allow controlled expansion in running lengths not only for movement of metal components in relationship to one another, but also to adjoining dissimilar materials in a manner sufficient to prevent water infiltration, deformation, or damage. C. Fabricate items in maximum lengths and hold joints to a minimum. At no time shall any piece be shorter than 3 -feet in length unless piece makes up an entire run. D. Unless otherwise noted, drip edges, where shown, shall be 3/4 -inches with exposed edges hemmed 1/2 -inch. E. Do not "punch” brake points. F. Form sections true to shape, accurate in size, square, and free from distortion or defects. G. Form pieces in longest possible lengths. H. Hem exposed edges on underside 1/2 -inch; miter and seam corners. I. Tin edges of sheets to be soldered. Solder shop -formed metal joints. After soldering, remove flux. Wipe and wash solder joints clean. Weather seal joints. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and conditions under which Work of this section will be installed. 1. Bring to Consultant's attention any conditions detrimental to the proper and timely completion of Work. 2. Do not proceed until satisfactory conditions have been corrected. B. Verify roofing termination and base flashings are in place, sealed, and secure. 14494 Mt. Prospect Booster Station #16 - Roof Replacement SHEET METAL FLASHING AND TRIM 076200-3 C. Counterflash, with architectural sheet metal, vertical surfaces base flashed with roof system membrane. 3.2 PREPARATION A. See Section 07 0150.19 - "Preparation for Re -Roofing" B. Remove and dispose of existing architectural sheet metal flashing from areas to receive new. C. Verify that wood blocking and nailers are securely anchored and that roof projections and penetrations are in place and set and braced. D. Install starter and edge strips, and cleats before starting installation. E. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 -mil. 3.3 INSTALLATION A. Coordinate with installation of roof system and substrates to receive Work of this section which are required to assure each element of the Work performs properly and combines elements in waterproof and watertight system. B. Anchor substrates to withstand lateral and thermal stresses and loading pressures. 1. Conceal fasteners where possible and as indicated on Contract Drawings. 2. Use exposed fasteners only where permitted. C. Secure flashings in place using concealed fasteners whenever possible. Use exposed fasteners only where permitted. D. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles. E. Manufactured Snap -on Fascia Cover: 1. Set extruded bar in continuous bead of water block sealant at roof edge 2. Fasten into face of blocking with stainless-steel screws spaced at 12 -inches on center. 3. Snap prefinished fascia cover into place over installed bar, with underplates atjoints. F. Coping: 1. Provide new architectural sheet metal coping where shown on Contract Drawings. Installed sample required for review by Owner and Consultant. 2. Fabricate using 8'-0" or 10"-0" flat stock sheets as shown on Contract Drawings. 3. Provide drive cleat joints between sections. a. Notch drive cleat at overlaps. b. Tabbed portion of drive cleat: thickness and even. 4. Stagger all joints between fascia, flashing and edges. 5. Corners shall be mitered, seamed and sealed. 6. Secure outside edges with a continuous cleat fastened 8 -inches, on center. Secure inside face with stainless sheet metal screws with weather tight washers 24 -inches, on center, through slotted holes. 7. Where coping abuts a wall, turn coping up 3 -inches and provide a separate piece of counter flashing. 8. Where coping terminates at a transition in height, fabricate with an end cap, as indicated on Contract Drawings. G. Concealed Continuous Cleats: 1. Provide new architectural sheet metal concealed cleats as shown on Contract Drawings. 2. Fabricate using 8'-0" or 10"-0" flat stock sheets as shown on Contract Drawings. 3. Provide 1/4 -inch space between sections. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 076200-4 SHEET METAL FLASHING AND TRIM „ ,, wIN"- I11:1 ,!W., IIIIIIII "3;6 4. Secure to existing nailers, or new nailers, as indicated on Contract Drawings, at 8 -inches on center, maximum. H. Closure Panels: 1. Provide new architectural sheet metal transition and closure panels where shown on Contract Drawings and required. 2. Fabricate closure and corner panels; lapping, riveting and sealing joints. 3. Secure exterior leg to continuous cleat; hand tool (crimp) to fully engage; where indicated. 4. Secure closure and corner panels to vertical substrate, as indicated on Contract Drawings, through tape caulk and seal; where indicated on Contract Drawings. Skirt Flashings: 1. Provide new architectural sheet metal skirt flashing where shown on Contract Drawings and required. 2. Fabricate using 8'-0" or 10"-0” flat stock sheets as shown on Contract Drawings, with "S" -lock type receiver. 3. Provide 1 -1/2 -inch loose locked laps atjoints. 4. Shop -fabricate solid corner units to extend 6 -inches, minimum, in each direction, measured on the roof side of wall. 5. Secure to wood blocking, as indicated on Contract Drawings. 6. Form "S" -lock -type crimp at bottom edge, as indicated on Contract Drawings, to accept soffit closure flashing. J. Soffit Closure Flashing: 1. Provide new architectural sheet metal skirt flashing where shown on Contract Drawings and required. 2. Fabricate using 8'-0" or 10"-0" flat stock sheets as shown on Contract Drawings, with "S" -lock type receiver. 3. Provide 1 -1/2 -inch loose locked laps atjoints. 4. Hand tool (crimp) top edge to fully engage skirt flashing. 5. Hem bottom edge of sheet metal flashing 1/2 -inch to form drip edge. K. Deck Closures: 1. Provide new architectural sheet metal skirt flashing where shown on Contract Drawings and required. 2. Fabricate using 8'-0" or 10"-0" flat stock sheets as shown on Contract Drawings. 3. Install on open end of deck, as indicated on Contract drawings. L. General -Use Counterflashings at Existing Hood Unit: 1. Provide new architectural sheet metal counter flashing as shown on Contract Drawings. 2. Fabricate using 8'-0" or 10"-0" flat stock sheets as shown on Contract Drawings. 3. Unless otherwise noted counterflashing shall run in a straight line and shall lap top of base flashing a minimum of 3 -inches. 4. Brake counter flashing longitudinally to provide spring action; holding bottom firmly against roof flashing. 5. Provide 1 -1/2 -inch loose locked laps atjoints by removing hem and taper cutting drip edge on underlying section. a. Counter flashing shall be notched and lapped 1 -1/2 -inch at inside corners. b. Outside corners: Notched and seamed. 6. Secure counterflashing to shim nailer, as indicated on Contract Drawings. 14494 Mt. Prospect Booster Station #16 - Roof Replacement SHEET METAL FLASHING AND TRIM 076200-5 M. General -Use Counterflashings at Skylight Curb: 1. Provide new architectural sheet metal counter flashing as shown on Contract Drawings. 2. Fabricate using 8'-0" or 10"-0" flat stock sheets as shown on Contract Drawings. 3. Unless otherwise noted counterflashing shall run in a straight line and shall lap top of baseflashing a minimum of 3 -inches. 4. Brake counter flashing longitudinally to provide spring action; holding bottom firmly against roof flashing. 5. Provide 1 -1/2 -inch loose locked laps at joints by removing hem and taper cutting drip edge on underlying section. Counter flashing shall be notched and lapped 1 -1/2 -inch at inside corners. Outside corners: Notched and seamed. 6. Secure counterflashing to curb through flashing, as indicated on Contract Drawings. N. Perimeter Weather Seal Installation: 1. Install weather seal at coping and vertically on masonry wall surface of the stationary building. Transition rubber seal continuous along entire track. 2. Pre -drill holes 18 -inch on center through the retainer bar. Set retainer bar in 2 lines of butyl sealant and mechanically fasten into place. Verify that each section retainer is tightly fitted together and flush. 3. Begin installation of rubber seal in from the end of the track on one side of parapet wall and slide sufficient length of rubber seal through to extend down the track of floor. Transition the cornerand slide the remaining rubber seal into place on vertical track. Repeat the procedure for other side. a. Note: Rubber seal will stretch during installation; trim the ends as needed after the seal retracts. O. Seal metal joints watertight. 3.4 FIELD QUALITY CONTROL A. Inspection will involve surveillance of Work during installation to ascertain compliance with specified requirements. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement 076200-6 SHEET METAL FLASHING AND TRIM „ ,, wI ff'- III1:V ,!W., IIIIIIII i"3;6 SECTION 07 90 05 JOINT SEALERS PART1-GENERAL 1.1 SECTION INCLUDES A. Sealants and joint backing. 1.2 REFERENCE STANDARDS A. ASTM International Standards, latest editions unless otherwise stated: 1. ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications; 2. ASTM C920 - Standard Specification for Elastomeric Joint Sealants. 3. ASTM C1193 - Standard Guide for Use of Joint Sealants. 4. ASTM D1056 - Standard Specification for Flexible Cellular Materials --Sponge or Expanded Rubber. 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordinate Work with other sections referencing this section. 1.4 SUBMITTALS A. See Section 0130 00 - "Administrative Requirements'; for submittal procedures. B. Product Data: Provide data indicating sealant chemical characteristics, performance criteria, substrate preparation, limitations, and color availability. C. Samples: Submit one sample, 6 -inches in length, or manufacturer's standard color chart, illustrating sealant color(s) for selection by Owner. 1.5 FIELD CONDITIONS A. Maintain temperature and humidity recommended by sealant manufacturer during and after installation. 1.6 WARRANTY A. See Section 01 70 00 - "Execution and Closeout Requirements'; for additional warranty requirements. B. Correct defective Work within a 2 -year period after Date of Substantial Completion. C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal and watertight seal, exhibit loss of adhesion or cohesion, or do not cure. PART2-PRODUCTS 2.1 MANUFACTURERS A. Polyurethane Sealants: 1. BASF Corp. Building Systems; buildingsystems.basf.com. 2. Bostik; bostik-us.com. 3. Pecora Corporation; �ecoraecom. 4. Sika Corporation; usaesikaecom. 5. Tremco Commercial Sealants & Waterproofing; tremcosealantsecom. B. Butyl Sealant: 1. C.R. Laurence Co., Inc.; crlaurence.com. 2. Pecora Corporation; �ecoraecom. 3. Sika Corporation; usaesikaecom. 4. Tremco Commercial Sealants & Waterproofing; tremcosealantsecom. 2.2 SEALANTS A. Non -sag Polyurethane Sealant: Polyurethane; ASTM C920, Grade NS, Class 25, Uses NT, I, M, G, O 14494 Mt. Prospect Booster Station #16 - Roof Replacement JOINT SEALERS 079005-1 and A; single -component, chemical curing, non -staining, non-bleeding, capable of continuouswater immersion. 1. Movement Capability: Plus, or minus twenty-five percent. 2. Service Temperature Range: -40 to 180 degrees F. 3. Color: To be selected by Consultant from manufacturer's standard range. 4. Applications: Use for: a. Control, expansion, and softjoints in masonry. b. Joints between concrete and other materials. c. Joints between metal and other materials. d. Other exterior joints for which no other sealant is indicated. 5. Polyurethane Products: a. MasterSeal NP 1, by BASF. b. Chem -Calk 915, by Bostik. c. Dynatrol I -XL, by Pecora. d. Sikaflex 1 a, by Sika. e. Dymonic, by Tremco. 6. Substitutions: See Section 01 60 00 - "Product Requirements" B. Butyl Sealant: ASTM C920, Grade NS, Class 12-1/2, Uses NT, M, A, G, O, single component, solvent release, non -skinning, non -sagging. 1. Color: To be selected by Consultant from manufacturer's standard range. 2. Movement Capability: Plus, or minus 12-1/2 percent. 3. Service Temperature Range: minus13 to 180 degrees F (minus 25 to 82 degrees C). 4. Shore A Hardness Range: 10 to 30. 5. Applications: Use for: a. Concealed sealant bead in sheet metal work. 6. Products: a. PTI 707 Architectural Butyl Sealant, by C.R. Laurence. b. Pecora BA -98, by Pecora. c. Sikalastomer-511, by Sika. d. Trempro JS 773, by Tremco. 7. Substitutions: See Section 01 60 00 - "Product Requirements" 2.3 ACCESSORIES A. Primer: Non -staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: Round foam rod compatible with sealant; ASTM D1056, sponge or expanded rubber; oversized 30 to 50 percent larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that substrate surfaces and joint openings are ready to receive Work. B. Verify that joint backing and release tapes are compatible with sealant. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 079005-2 JOINT SEALERS „ ,, wI ff'- III1:V ,—!W. , IIIIIIII "3;6 3.2 PREPARATION A. Plan Work and take whatever action is necessary to prevent dirt and debris from contaminating or preventing proper applications. It is the responsibility of this applicator to verify conditions exist in accordance with manufacturer's requirements for proper installation and performance. B. Remove loose materials and foreign matter that could impair adhesion of sealant. C. Clean and prime joints in accordance with manufacturer's instructions. D. Perform preparation in accordance with manufacturer's instructions and ASTM C1193. E. Protect elements surrounding Work of this section from damage or disfigurement. 3.3 INSTALLATION A. Perform Work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Perform installation in accordance with ASTM C1193. C. Perform acoustical sealant application work in accordance with ASTM C919. D. Measure joint dimensions and size joint backers to achieve width -to -depth ratio, neck dimension, and surface bond area as recommended by manufacturer, except where specific dimensions are indicated. E. Install bond breaker where joint backing is not used. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. G. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. H. Dry -tool joints concave. 3.4 CLEANING A. Clean adjacent soiled surfaces. B. Remove debris from site. 3.5 PROTECTION A. Protect elements surrounding Work of this section from damage or disfigurement. B. Repair or replace defaced and/or disfigured finishes caused by Work of this section. C. Protect sealants until cured. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement JOINT SEALERS 079005-3 This page intentionally left blank „ I ff'-III1:V ,-!W., IIIIIIII "3;6 SECTION 08 62 00 UNIT SKYLIGHTS PART1-GENERAL 1.1 SECTION INCLUDES A. Preformed plastic skylights with integral metal frame. 1.2 RELATED REQUIREMENTS A. Section 06 10 53 - Miscellaneous Rough Carpentry: Wood framing for rough opening. B. Section 07 53 23 — EPDM Single -Ply Roofing. C. Section 07 62 00 -Sheet Metal Flashing and Trim: Skylight counterflashing. 1.3 REFERENCE STANDARDS A. American Architectural Manufacturers Association (AAMA): 1. AAMA/WDMA/CSA 101/I.S.2/A440 - North American Fenestration Standard/Specification for windows, doors, and skylights; American Architectural Manufacturers Association/Window and Door Manufacturers Association/Canadian Standards Association; 2011. B. American Society of Heating, Refrigerating and Air -Conditioning Engineers (ASHRAE) 90.1 — Energy Standard for Buildings Except Low -Rise Residential Buildings. C. ASTM International Standards, latest editions unless otherwise stated: 1. ASTM B209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate; 2. ASTM B221 - Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 3. ASTM D635 - Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position; 4. ASTM D1929 - Standard Test Method for Determining Ignition Temperature of Plastics; 5. ASTM D2843 - Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics; 1.4 SUBMITTALS A. See Section 0130 00 — "Administrative Requirements", for submittal procedures. B. Product Data: Provide structural, thermal, and daylighting performance values. C. Shop Drawings: Indicate configurations, dimensions, locations, fastening methods, and installation details. D. Manufacturer's Installation Instructions: Indicate special procedures. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Primary products supplied by single manufacturer with minimum often years' experience. B. Installer Qualifications: Skylights installed by single installer with minimum of five -years demonstrated experience in installing products of same type and scope as specified. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Store and dispose of hazardous materials, and materials contaminated by hazardous materials, in accordance with requirements of local authorities having jurisdiction. 1.7 PROJECT CONDITIONS A. Do not install skylights unless temperature, humidity, and ventilation are within limits set by manufacturer. 14494 Mt. Prospect Booster Station #16 - Roof Replacement UNIT SKYLIGHTS 086200-1 „ l u,'.III1:V ,-!W., IIIIIIII i°3;6 1.8 WARRANTY A. See Section 01 70 00 — "Execution and Closeout Requirements", for additional warranty requirements. B. Provide five-year manufacturer warranty, including coverage for leakage due to defective skylight materials or construction. PART2-PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: 1. Bristolite Daylighting Systems: www.bristolite.com. 2. Applicable model: Quasar Prismatic. 3. Substitutions: See Section 01 60 00 - "Product Requirements". 2.2 MATERIALS A. Aluminum Extrusions: Conforming to ASTM B221, 6063-T6 alloy and temper. 2.3 UNIT SKYLIGHT A. Glazing/Frame/Sealing: 1. Outer glazing: Radial triarch shape for maximum dawn to dusk light harvesting, formed from Plaskolite Duraplex impact modified clear prismatic, minimum 0.177 -inch -thick and minimum Visible Light Transmittance of 87. 2. Inner glazing: Same material as outer glazing except white, minimum 0.118 -inch -thick, to create 100 percent diffused light to interior building space. 3. Dome material: Tested to and pass: a. UBC -26-7 and ASTM D635 achieving minimum CC2 rating. b. ASTM D2843 Smoke Density Test. c. ASTM D1929 Ignition Temperature Test (Self Ignition). B. Frame: 1. Architectural grade extruded aluminum. 2. Minimum 0.075 -inch -thick, 2.25 -inches in depth on horizontal leg, and 2.0 -inches in depth on vertical leg. 3. Contain AAMA compliant "poured and de -bridged" long life, polyurethane thermal breakwhere aluminum on outside of frame is completely separated from aluminum on inside of frame. 4. Squared with 90 -degree corners and flat on one plane by insertion of corner stabilizers prior to full heli -arc welding. 5. Full perimeter condensation trough measuring minimum of 0.625 -inches wide and 0.375- inches deep with minimum of six non -clog weep holes routed to outside of frame. 6. Frame cap: a. Architectural grade extruded aluminum. b. Minimum 0.050 -inch -thick, 1.75 -inches in depth on horizontal leg, and 2.0 -inches in depth on vertical leg. c. Frame cap squared and flat prior to full held -arc welding. 7. Sealing gasket: Skylight sealed with custom formed, Monsanto UL Listed, 25 -year, Santoprene engineered thermoplastic. 2.4 FABRICATION A. Skylights factory assembled and glazed, ready for installation. B. Fabricate skylights weathertight and free of visual distortions and defects. C. Protect exterior drip/counterflashing and drainage ports from weather and airborne debris. 14494 Mt. Prospect Booster Station #16 - Roof Replacement 086200-2 UNIT SKYLIGHTS „ ,, wI ff'- III1:V ,!W., IIIIIIII i"3;6 D. Miter and full penetration weld corners of curb and retaining frames. E. Seal retaining frames securing glazing panels along each side under spring tension with silicone sealant along full perimeter of retaining frame. F. Pre -drill frames for anchorage to roof curbs. G. Seal glazing panels to base frame with allowance for expansion and contraction. H. Provide exterior weep hole arrangement. 2.5 ACCESSORIES A. Closed -cell weather-stripping: Neoprene, closed -cell foam/sponge rubber tape gasketing, 1/4 -inch -thick by 1 -1/4 -inch minimum width, with high -tack rubber -based adhesive and liner on one side: 1. Weather-stripping, 1/4 -inch Thick Closed Cell by Chamberlin Rubber Company, Inc.; chamberlinrubber.com. 2. Pres -On Neoprene Closed Cell Foam Tape #P8125 by Pres -On Products, Inc.: �resonecom. 3. Substitutions: See Section 01 60 00 - "Product Requirements". PART 3 - EXECUTION 3.1 EXAMINATION A. Verify existing conditions before starting Work. B. Verify that openings and substrate conditions are ready to receive Work of this section. C. Verify that curbs installed under other sections are complete. 3.2 PREPARATION A. Apply protective back coating on aluminum surfaces of skylight units that will be in contactwith cementitious materials or dissimilar metals. B. Apply weather-stripping foam tape to surface of curb with adhesive side onto curb surface. Trim corners and abutting edges clean and true to eliminate passage of moisture, dust and air leakage. 3.3 INSTALLATION A. Install aluminum curb assembly, fastening securely to roof decking. Flash curb assembly into roof system. B. Place skylight units and secure to curb assembly. Install counterflashing as required. C. Apply sealant to achieve watertight assembly. 3.4 CLEANING A. Remove protective material from prefinished aluminum surfaces. B. Wash down exposed surfaces; wipe surfaces clean. C. Remove excess sealant. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement UNIT SKYLIGHTS 086200-3 This page intentionally left blank „ ,, wl "'- III1:V ,!W., IIIIIIII i"3;6 SECTION 09 97 00 EXTERIOR PAINT FINISHES PART1-GENERAL 1.1 DESCRIPTION A. This section covers the products and application of rust -inhibitive paints over steel surfaces. 1.2 REFERENCES A. Steel Structures Painting Council (SSPC): 1. SP 1-89 - No. 1, Solvent Cleaning. 2. SP 2-89 - No. 2, Hand Tool Cleaning. 3. SP 3-89 -No. 3, Power Tool Cleaning. B. ASME (ANSI) A13.1-2007, "Scheme for the Identification of Piping Systems", for letter size, length of color field, colors, and viewing angles of identification devices for equipment. 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordinate Work with other sections referencing this section. 1.4 SUBMITTALS A. See Section 0130 00 -"Administrative Requirements", for submittal procedures. B. Samples: Submit color charts illustrating manufacturers' standard colors forselection. 1.5 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer Qualifications: Company with minimum 15 -years of experience in manufacturing of specified products. 2. Applicator Qualifications: Company with minimum of 5 -years' experience in application of specified products on projects of similar size and scope and is acceptable to product manufacturer. a. Successful completion of a minimum of 5 projects of similar size and complexity to specified Work. 1.6 DELIVERY, STORAGE, AND HANDLING A. Comply with manufacturer's ordering instructions and lead-time requirements to avoid construction delays. B. Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. C. Store tightly sealed materials off ground and away from moisture, direct sunlight, extreme heat, and freezing temperatures. 1.7 PROJECT CONDITIONS A. Environmental Requirements: 1. Do not apply material when substrate or ambient temperature is 40 -degrees F. or below or is expected to fall below 40 -degrees F. within 24 -hours after application. 2. Do not apply material if rain is expected within 24 -hours of application. 3. Do not apply over moving cracks, control joints, or expansion joints. 4. Do not apply to horizontal traffic -bearing surfaces. PART 2 — PRODUCTS 2.1 ACCEPTABLE PRODUCTS A. Rust -inhibitive coating over structural steel: 1. Carbomastic #15, by Carbo line Company; www.carboline. corn 2. Devran 224HS High -build Epoxy Coating, by Devoe Paint; kellymoore.com 14494 Mt. Prospect Booster Station #16 - Roof Replacement EXTERIOR PAINT FINISHES 099700-1 3. Enduthane S2800 Series, by Pratt and Lambert Paints;wwwe�rattandlambert.com 4. Corothane I Aliphatic Finish, by The Sherwin-Williams Company; www.sherwin-williams.com 5. MC -Aluminum, by Wasser High -Tech Coatings; www.wassercoatingsecom PART 3 — EXECUTION 3.1 SURFACE PREPARATION A. Substrate preparation: 1. Remove grease, rust, scale, dirt and dust from steel and iron surfaces with toluene, xylene or similar solvents in accordance with SSPC SP1. 2. Where heavy coatings of scale are evident, remove by hand or power tool cleaning, as defined in SSPC SP2 or SSPC-SP3, to prepare surface in accordance with coating manufacturer's instructions. B. Existing painted surface preparation: 1. Remove loose and peeling paint; sand and feather edges of adhered paint to smooth surface. 2. De -gloss surface in accordance with manufacturer's recommendations. 3. Clean entire surface prior to painting. C. Mask adjacent surfaces not to be painted, where necessary, to protect from droppings or spattering of cleaning solvents, primer or paint. 3.2 COATING APPLICATION A. General requirements: 1. Brush apply each coat evenly and cover substrate completely. 2. Apply as necessary to achieve the rate recommended by manufacturer. B. Apply primer, where required by paint manufacturer, to prepared surfaces. Allow to dry thoroughly before applying paint. C. Apply the first coat of paint (body coat) to the prepared surface, or completed primer coat, where applicable. Allow to dry until slightly tacky, before recoating. D. Apply a second coat of paint, if specified, over the completed first coat. 1. Refer to Section 01 10 00 — "Summary of Work" for specific project requirements. 3.3 CLEANING A. Keep adjacent surfaces clean and free from primer and paint as the application progresses. Use solvents/cleaning agents as recommended by paint manufacturer. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement 099700-2 EXTERIOR PAINT FINISHES „ ,, wI ff'- III1:V ,!W., IIIIIIII i"3;6 SECTION 22 40 00 STORM WATER DRAINAGE PART1-GENERAL 1.1 SECTION INCLUDES A. Roof drains. 1.2 REFERENCE STANDARDS A. ASTM International Standards, latest editions unless otherwise stated: 1. ASTM D2665 - Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings; 2. ASTM D1785 - Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. 1.3 SUBMITTALS A. See Section 0130 00 -"Administrative Requirements'; for submittal procedures. 1.4 QUALITY ASSURANCE A. Furnish material in new condition, labeled with manufacturers name and appropriate markings as required under Part 2 - Products. 1. In the event that Contractor wishes to make improvements in materials or techniques, theyshall make written request for approval stating in full the nature of the proposed changes and stating that the changes, if approved, will be accomplished at no increase in cost. 2. Do not install damaged materials. Immediately dispose of damaged material and material not stored in accordance with specifications. 1.5 JOB CONDITIONS A. Coordinate and be responsible for removal and reinstallation of items not specified to be removed and replaced as may be necessary for proper installation of their Work. B. Utilize good weather to utmost. Plan and schedule Work to occur during least threatening weather. Contractor to have standing arrangement with subcontractors, parties agreeing to proceed as arranged, but also agreeing to adjust to sudden changes of weather. C. Verify and comply with applicable, Federal, State, local safety and other regulations, codes and ordinances. D. A state -licensed plumber shall perform plumbing Work. PART2-PRODUCTS 2.1 ROOF DRAINS A. Cast-iron roof drains with outlet size to match existing piping, gravel stop, cast-iron or aluminum strainer, extension ring (if required) and locking collar. Shall be installed with under -deck clamping ring (where possible). Connection type: as shown on Contract Drawings; if not shown, use no -hub connection. 1. Model 1010, by Jay R. Smith Manufacturing Company; irsmithecom. 2. Series 21500, by Josam Company; iosamecom. 3. Cast Iron Plus Pack, by Hart & Cooley, Inc.; milcorinc.com. 4. Model R1200-JD-STR by MIFAB, Inc.; mifab.com. 5. Series 3000 Roof Drain, by Tyler Pipe/Wade Division; wadedrains.com. 6. Model Z100, by Zurn Industries, Inc.; zurn.com. B. Accessories: 1. Schedule 40 Drain Piping: ASTM D2665, Type 1, Grade 1 polyvinyl chloride (PVC)compound drain pipe and fittings (DWV) for interior (heated) use only. 14494 Mt. Prospect Booster Station #16 - Roof Replacement STORM WATER DRAINAGE 224000-1 2. Schedule 80 Drain Piping: ASTM D1785, Type 1, Grade 1 polyvinyl chloride (PVC)compound drain pipe and fittings (DWV) for exterior or interior use. 3. Cast iron drain piping: CISPI 301-00 standard specification for hub -less cast-iron soil pipe and fittings for sanitary and storm drain, waste, and vent (DWV) piping applications for interior or exterior use. 4. Piping size shall match existing pipe diameter. 5. Pipe connectors and related hardware: a. Cast iron: CISPI 310-97, complete with approved, elastomeric sealing sleeves and stainless steel (300 series) clamps, clamping screws, expansion joints; and hangers, anchors, etc., necessary for proper installation of entire system. b. PVC: Clamp -All, Hi-Torq 80 coupling; 304 stainless-steel with 305 stainless-steel worm drive screws, clamps, clamping screws, expansion joints; and hangers, anchors, etc., necessaryfor proper installation of entire system. 6. Pipe Insulation: Owens Corning Fiberglas Pipe Insulation with factory applied all -service jacket (ASJ) and two - component adhesive closure system, minimum 1 -inch thickness. Fittings, hangers and drain bowls shall be insulated with pre -formed fiberglass fittings, fabricated sections of Owens Corning Fiberglas Pipe Insulation, Owens Corning Pipe and Tank Insulation, Owens Corning blanket insulation, or insulating cement. Thickness shall be equal to adjacent pipe insulation. Finish shall be with pre -formed PVC fitting covers or as otherwise specified. Or equal. PART 3 - EXECUTION 3.1 DRAIN INSTALLATION A. Install components level and plumb. B. Remove existing roof drain head. C. Adjust drain and vent piping as needed D. Install new, cast-iron roof drain assembly E. Secure drain bowl to the deck with an under -deck clamping ring. F. Install cast-iron clamping ring and strainer in conjunction with roof system. G. Re -connect the new drain head to existing drainage piping. H. Insulate drainage assembly, from drain bowl to vertical leader, to include all horizontal piping. 3.2 INSULATION INSTALLATION A. Install insulation materials with smooth and even surfaces. Insulate each continuous run of piping with full-length units of insulation, with single cut piece to complete run. Do not use cut pieces or scraps abutting each other. Butt insulation joints firmly to ensure complete, tight fit over all piping surfaces. B. Maintain the integrity of factory -applied vapor barrier jacketing on all pipe insulation, protecting it against puncture, tears or other damage. 3.3 CLEANING A. During progress of Work, use means necessary to prevent spread of dirt and debris in building interior. B. Clean building interior on a daily basis, and when deck removal or replacement is completed. C. Dain assemblies and plumbing stacks shall be painted after installation of new roof system. END OF SECTION 14494 Mt. Prospect Booster Station #16 - Roof Replacement 224000-2 STORM WATER DRAINAGE z� 4-j w' --N C)'- z EQ op w= 3 �"' za Q w w - �rw� L J U z0=' a J Z _ O 1 Q QL^` 0 0 O w w Ywo mQzm W J (7 a. 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L z a e ' <.= of v y v gymN/ � 0 [if W v v v y W + a_ w v Q w iLn � M Q LU U) W W z � y � ^I 11 P ✓l yy 0 a U W LU W^^k U .* Q N ll CO 0 oa I. 0 IVU J m Q 0 � °o = ~ z 0 _� m 0 pad p Q J c LU F ---LL O J p m O bA Q H Z C) d U J w mY z w w N < O Q U)o - �w W W �p -L m a LU Q < uiJ 2 W Q_I o l�/� 2 VJ � ui N co m< � M 0 0 � � Z Of LL ZJ U TZ 2 COU 0 00 N DwUW J o Q OJU Z w Q CO L Z O a O � as z � W > ZW� Cam 44 v LLj m w CO CO O� a W 0 Q H U z a� Q ui 0 � z H WpOf LL ui W U > O O o � W>U-z= --- C)10- E 0 ��o Z O p 0 cn 0 Z () Z iw�0� W z Z m U X�0< U) C) W LL W W U p U -0-� Ozw� Z_ U)U)� ��_� w W CO Z CO o � CO ::D(n Of Li - H Q N OQOfW ww I J C9z=0) LL 0 () m "7 J LL z 0 z N LO Ozorn �j F- W J ~ � WCO¢zm Z ��JJ LU V O in o LLI U �i �� IIIUIIUI� IIIUIIUI � ..� IUIIUIL���°. w����w DOCUMENT 00 91 11 ADDENDUM NUMBER 1 PARTICULARS 1.01 DATE: August 2, 2018 1.02 PROJECT: Booster Station No. 16 1.03 PROJECT NUMBER: 14494 1.04 OWNER: Mount Prospect Public Works Department 1.05 CONSULTANT: STR Building Resources LLC 2015 S. Arlington Heights Road - Suite 108, Arlington Heights, IL 60005 Steven Batchelor, Project Manager - Tel: (262) 420-0760 TO: PROSPECTIVE BIDDERS 2.01 THIS ADDENDUM FORMS A PART OF THE CONTRACT DOCUMENTS AND MODIFIES THE BIDDING DOCUMENTS WITH AN ISSUED DATE OF JULY 26, 2018, WITH AMENDMENTS AND ADDITIONS NOTED BELOW. 2.02 ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE SPACE PROVIDED IN THE BID FORM. FAILURE TO DO SO MAY DISQUALIFY THE BIDDER. 2.03 THIS ADDENDUM CONSISTS OF: Two (2) page(s) and the following attachments: A. Detail Drawing Sheet D -6r CHANGES TO THE PROJECT MANUAL 3.01 SECTION 01 10 00 — SUMMARY OF WORK A. In Article 1.01, REVISE subparagraph "D" to read: "D. The Project Base Bid Work generally consists of: 1. Roof Area 1: a. Removal and disposal of existing exhaust fan, flashing and curbs down to the structural roof deck, frame and infill resultant opening; 2. Roof Area 2 (Pump House Enclosure): a. Rework the adjoining vertical sheet metal wall panels. 1) Remove and save existing closure and cut off existing wall panels a minimum of 3 -inch above the high point of the new perimeter coping, to provide for proper flashing height and reconnection after the new wall components are installed. 2) Apply rust inhibitive paint to the cut edge of panels; re -install panel closure flashing and install new sheet metal receiver. b. At the exposed Pump House Enclosure rail, wire brush exposed rusted metal surfaces, apply primer and 2 coats of rust -inhibitive coating over the structural steel rail and embeds: 1) Prepare existing surfaces: a) Where heavy coatings of scale are evident, remove by hand or power tool cleaning in accordance with coating manufacturer's instructions. b) Clean entire surface prior to coating application. 2) Mask adjacent surfaces not to be coated, where necessary, to protect from droppings or spattering of cleaning solvents, primer or coating. 3) Apply rust -inhibitive coating to the prepared surfaces in accordance with Section 09 97 00 - "Exterior Paint Finishes": a) Apply primer. Allow to dry thoroughly before applying base coating. b) Apply the first coat of material (body coat) to the completed primer coat. 14494 Mt. Prospect Booster Station #16 — Roof Replacement ADDENDUM NUMBER 1 Page - 1 of 2 �� IIIUIIUI� IIIUIIUI � ..� IUIIUIL���°. w����w c) Apply a second coat of material, over the completed first coat. c. Provide additional interior protection from dust, debris, falling objects and hot bitumen to be installed over the existing monitors, computer equipment, pumps and under all locations prior to roof removal operations. 1) Additional polyethylene sheeting shall be draped overtop interior finishes as required by Contractor's operations and the request of Owner personnel. 2) Interior protection shall consist of minimum 8 -mil polyethylene sheeting. 3) Remove all draped sheeting and temporary wall coverings at the end of the workday and clean up the space directly below the area of Work. 3. Roof Areas 1 and 2 at Booster Station #16: Roofing removal and replacement on, to include, but not limited to the following: a. Removal and disposal of existing roofing, flashing and insulation down to the structural roof deck; b. Providing gypsum roof sheathing and self -adhering vapor retarder; c. Providing new curb for exhaust vent and new prefabricated dome assembly at skylight; d. Providing tapered insulation substrate and cover board; e. Providing fully -adhered EPDM single -ply roof system; f. New prefinished metal flashings at perimeters of roof area and at projections as required. CHANGES TO DRAWINGS 4.01 DETAIL SHEET D-6 A. REPLACE Detail Drawing Sheet D-6, with D -6r, in its entirety. END OF ADDENDUM NUMBER 1 14494 Mt. Prospect Booster Station #16 — Roof Replacement Page - 2 of 2 ADDENDUM NUMBER 1 \ � G CD = Y- L) z ® }\)y / / c § g < LLJ = e ± m 3 \\ \\ /\ / \P �g \ ee C) /£ 3/ 3< 2 7 4 »z < C) s �a e /o /� 0 « 8 aS 2§ sI / / c G ./5\ \Ef %Bd /{ /< w2 d eo pe 2 p s G �_- /k& �� /\ �§ $ <LLJ �\ § ce me g e ? gg� \§\ /\ 2 EE /9 < / ƒ / ®\ ® _ c\3 <z c /\ D < \ \ 6�§ »z 2 gy c� 2 » c /\ %o < / G/ Ca < ± - ; <= G° m \e /} \ / > %/ >®9LLJ // ? / / / 7 R <ec \r, / » \/ y 3 2 & _ / c ±o \ / \ / \j\ \3 © // 99 \ G<< �/ G ®d s /§ - m \ a Za a / d) / wI & U Q A % 9 .20 �y\ ct \az = o \ � uG©e : ..j Lu wm:= Q 6_2 m� omen m==� w§o- --y cEj%= 2§ �2 //\ \` ..... ` �\s/ _ ma<e I`g � � Contractor's Statement of Competency Waukegan Roofing Co., Inc. Telephone: (847) 623-1625 Email: info��roofin= Established: 1914 State License Number: 104-000761 Current Ownership: Bruce Diederich, Owner Phillip Diederich, Owner Fax: (847) 623-4847 Website: www.waukeganroofing.com Incorporated: 1953 in Illinois FEIN Number: 36-425-0332 October 1, 1998 to Present January 1, 2018 to Present Company Description: Waukegan Roofing Co., Inc. has been "Installing Roofs You Can Rely On Since 1914". Licensed by the State of Illinois (IL #104-000761), our company specializes in Commercial, Industrial Low Slope and Steep Slope Roofing, Architectural Sheet Metal and related Flashing. We employ Roofers Local 11 Union skilled labor and currently employ approximately 60 professionally trained roof technicians in the field. We also have a dedicated Service and Maintenance Department, professionally trained and equipped to service and maintain any type of Commercial or Industrial roofing system. We own and operate our own fleet of trucks, truck mounted cranes and roofing equipment. Key Personnel: • Bruce Diederich, President — involved in Commercial, Industrial and Residential roofing installation, material and supply for over 35 years • Phil Diederich, Vice President — involved in Commercial and Residential roofing installation, teaching and material for over 20 years • Dave Majestic, Commercial Superintendent — involved in Commercial roofing application and field management for over 40 years • Larry Koenigseder, Service Department Manager— involved in Commercial, Industrial and Residential roofing application, field management and service/maintenance for over 35 years • Sam Caniglia, Senior Project Manager— involved in Commercial, Industrial and Residential roofing installation, teaching and material for over 35 years • Josh King, Project Manager and Sales and Certified Roof Inspector — involved in Residential and Commercial roofing installation, sales and project management for over 12 years 1320 Gladstone Avenue • Waukegan, Illinois 60085 Phone: 847-623-1625 • Fax: 847-623-4847 www.waukeganroofing.com IL License # 104-000761 Number of Personnel: • Officers - 2 Administrative & Sales - 5 Shop - 2 Superintendents - 2 Foremen - 6 Field - 48 References: Banking: Providence Bank and Trust 1051 E. Roosevelt Road Wheaton, Illinois 60189 Contact: Mr. Mark Daniels V.P. Trade: ABC Supply Company 405 S. Barrington Road Wauconda, Illinois 60084 Contact: Mr. Kevin Koch 847-487-7810 Bone Roofing Supply 880 N. Addison Road Villa Park, Illinois 60181 Contact: Mr. Dennis Bone VP 630-628-8170 Insurance: The Assurance Agency 1750 E. Golf Road, #1100 Schaumburg, Illinois 60173 Contact: Mr. Michael G. McGuire E-*, WE, �e�f►�►�: North Coast Commercial Roofing Systems 1640 Fullerton Court, Suite 300 Glendale Heights, Illinois 60139 Contact: Mr. Gary Korzelik 630-790-3400 Trade Memberships: Chicago Roofing Contractors Association (CRCA) - Midwest Roofing Contractors Association (MRCA) National Roofing Contractors Association (NRCA) - American Subcontractors Association (ASA) Great Lakes Contractors Association [formerly Lake County Contractor's Association] (GLCA) - Association for Facilities Engineering (AFE) - Roofing Consultants Institute (RCI) Roofing Systems: Waukegan Roofing Co., Inc. is a diversified roofing company specializing in the application of: • Built -Up Asphalt and Gravel Roofing Systems • Built Up Coal Tar Pitch and Gravel Roofing Systems 1320 Gladstone Avenue • Waukegan, Illinois 60085 Phone: 847-623-1625 • Fax: 847-623-4847 www.waukeganroofing.com l • Modified Bitumen Roofing Systems requiring the use of cold applied adhesives, hot asphalt or heat welding techniques. • Single Ply EPDM Roofing System both the traditional and fleece backed membrane • Single Ply TPO and PVC Thermoplastic Membrane Roof Systems that may be loose laid and ballasted, adhered or mechanically attached, as well • Elastomeric Liquid Applied Roofing Systems, Vegetated Green Roofing Systems • Steep Slope Roofing Systems. Waukegan Roofing ensures that all of our crews are trained and understand how to install all of the roofing systems we offer. Manufacturer Certifications: • Carlisle Syntec o EPDM (Black and White) Membrane Roof Systems; White TPO and PVC Thermoplastic Membrane Roof Systems; Vegetated Green Roof Systems • CCW o Air/Water Barrier; Above Grade Waterproofing • CertainTeed Roofing o CertainTeed Credentialed and Gold Star Roofing Contractor o Shingle Roof Systems; Modified Bitumen Roof Systems; Built -Up Asphalt and Gravel Roof Systems • Derbigum o Modified Bitumen Roof Systems, Vegetative Roof Systems • Firestone Building Products o EPDM (Black and White) Membrane Roof Systems; White TPO and PVC Thermoplastic Membrane Roof Systems; Built -Up Asphalt and Gravel Roof Systems; Modified Bitumen Roof Systems; Vegetated Green Roof Systems • GAF Materials Corporation o Built -Up Asphalt and Gravel Roof Systems; Modified Bitumen Roof Systems; White TPO and PVC Thermoplastic Membrane Roof Systems; Vegetated Green Roof Systems; Shingle and Slate Roof Systems • Johns- Manville Roofing Systems o Built -Up Roof Systems; Modified Bitumen Roof Systems; EPDM (Black) Membrane Roof Systems; White TPO and PVC Thermoplastic Membrane Roof Systems 1320 Gladstone Avenue • Waukegan, Illinois 60085 Phone: 847-623-1625 • Fax: 847-623-4847 www.waukeganroofing.com l • Sarnafil Roof Systems o White TPO and PVC Thermoplastic Membrane Roof Systems; Vegetated Green Roof Systems • The Garland Company o Composite Built -Up/ Modified Bitumen Roof Systems; Vegetated Green Roof Systems; Architectural Sheet Metal Roof Systems • Tremco Roofing Systems o Composite Built -Up Roof Systems; Modified Bitumen Roof Systems; TPA Fleece Back White Membrane Roof Systems; Air/Water Barrier; and Waterproofing List of Major Projects Completed • Private • Cushman Wakefield Property Management • Supply -Chain Warehouse • Re -roof over existing roofing system install an adhered TPO White Roofing System in solvent based bonding adhesive $1,670,000.00 • Advocate Good Shepherd Hospital 450 West Highway 22, Barrington, Illinois ■ Tear off of existing roofing system and Re -roof using Tremco Fleece Backed White TPA Membrane in cold adhesive $1,161,287.00 • Presence Holy Family Hospital 100 N. River Road, Des Plaines, Illinois ■ Tear off of existing roofing system and Re -roof using Tremco Fleece Backed White TPA Membrane in cold adhesive $497,000.00 • Aramark 2300 Warrenville Road, Downers Grove, Illinois ■ Tear off of existing roofing system and Re -roof using Tremco Fleece Backed White TPA Membrane in cold adhesive $419,000.00 • Richardson Electronics 40W267 Keslinger Road, LaFox, Illinois ■ Tear off of existing roofing system and Re -roof using Tremco Fleece Backed White TPA Membrane in cold adhesive $332,000.00 • USG Research and Development Campus, 700 N. Highway 45, Libertyville, Illinois ■ Tear off of existing roofing system and Re -roof using Tremco Fleece Backed White TPA Membrane in cold adhesive $263,920.00 • Chicago Archdiocese — St Catherine Laboure Church and School 1320 Gladstone Avenue • Waukegan, Illinois 60085 Phone: 847-623-1625 • Fax: 847-623-4847 www.waukeganroofing.com IL License # 104-000761 ■ Complete tear off and re -roof $602,450.00 • School Districts • Prospect Heights School District ■ Complete tear off and re -roof on three (3) separate schools $1,873,900.00 • Glenbard School District 89 ■ Tear off and re -roofs on four (4) separate schools $941,730.00 • Waukegan School District 60 ■ Six (6) separate schools with new additions on each school $534,000.00 • Municipalities • Village of Lincolnshire • Public Works Department complete tear off and re -roof of several Public Works Buildings $125,000.00 • Lake County Municipal Government Complex ■ Lake County Government Offices two (2) separate buildings • Complete tear off and re -roof $412,675.00 ■ Lake County Babcock Justice Center Building • Complete tear off and re -roof $860,250.00 • Lake County Forest Preserve District Safety Building ■ New construction $665,650.00 At Waukegan Roofing, we are dedicated to improving the lives of those we touch by "Installing Roofs You Can Rely On". Relax... with us you're covered. 1320 Gladstone Avenue • Waukegan, Illinois 60085 Phone: 847-623-1625 • Fax: 847-623-4847 www.waukeganroofing.com l 11 11 Hutchinson Design Group, Ltd. 22,2 Ew;t 847 756 44�,,O v iw0w)sord k "Iqf, Bamriqton, Hih('ios iioC w H41 15e 44 ,1 f Village of Mount Prospect Public Works Project No. 2012-020 Roof Survey Survey Date: April 2012 Station No. 1.6 —1629 W. Algonquin Road Roof Area 1 Roof Type / Drainage: Built-up roof system (BUR) in asphalt with a single internal drain Flashing: Granule surfaced modified bitumen flashing Roof Edge: Galvanized steel paint grip gravel stop Access: Ladder Roof Maintenance Items: Remove debris during scheduled maintenance. Immediate Roof Repair Items: Nail base flashing and install sheet metal counterflashing. Cost: Facilities staff Cost: $1,000.00 Estimated Condition: Excellent Estimated Remaining Service Life: 10+ years Good 6-10 years Fair 3-5 years X Poor X 1-2 years Failing — < I year Replacement: Yes Roof Areas: I and Cost: $21,200.00 Summary: Granule loss of the deteriorating base flashing is indicative of the age of the roof system. Multiple repairs of the base flashing consisting of roof cement and fabric are typical (many of these repairs are failing) and the exhaust fan curb has been completely sealed. A section of the base flashing has been installed under the metal panel without appropriate termination. The roof system has reached the end of its expected service life and should be budgeted for replacement. PJ Hutchinson Design Group, Ltd. 2A? Ea'>T V61stref"' N4/ �5C 44 50 84 / 15 6 44, C I aojn Exn' Village of Mount Prospect Public Works Project No, 2012-020 Roof Survey Survey Date: April 2012 Station No. 1.6 — 1,629 W. Algonquin Road Roof Area 2 Roof Type/ Drainage: Built-up roof system (BUR) in asphalt with a single internal drain Flashing: Granule Surfaced modified bitumen flashing Roof Edge: Galvanized steel paint grip gravel stop Access: Ladder Roof Maintenance Items: Remove debris during scheduled Cost: Facilities staff maintenance Immediate Roof Repair Items: As needed Cost: N/A Estimated Condition: — Excellent Estimated Remaining Service Life: 10+ years Good 6-10 years Fair 3-5 years X Poor X 1-2 years __ Failing — < I year Summary: Granule loss of the deteriorating base flashing is indicative of the age of the roof system. Repairs of the roof edge base flashing consisting of roof cement and fabric are also typical. The roof system has reached the end of its expected service life and should be budgeted for replacement. Page 1 of 2 LL Lit m, NNN -7LJ 1 1 -NI" I . ....... . M k"s. . . .. . . . . . ... . 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I'll 'IN fl /r 0, J �`` Sill% Ij r x 7 l /-mire r /1 m"mimmm p« rym mm1 INS N„ �Ip4, �M J "M � o https://www.boarddocs.comlil/vomp/Board.nsf/filesIB3VPDR5AOA66/$file/Booster%2OStation%2... 9/4/2018 Bid Form Page 1 BID FORM Booster tatio Iii - Roofing Removal and ReplaceMent, Village of Mount Prospect Department of Public Works FROM: 0.4a A1,C4A1J/> oo?'�a d-, /#lc - /320 hereinafter L4 �srene 4yrAa W. 41,0 e e r ( called "Bidder") TO: Office of the Village Manager, 3rd Floor 50 South Emerson Street Mount Prospect, Illinois 60056 (hereinafter called "Village" or "Village of Mount Prospect") Bid For: Uggslgt Slafion #16 — Roofing R91mgmal and Reglacementect The bidders have familiarized themselves with the work and probable work conditions required under this Bid affecting the cost of the work and with the Bid Documents which include: Notice to Bidders Table of Contents Instructions for Bidders General Conditions and Special Provisions Specifications Bid Form Affidavit— Bid Certification Form Bid Security Bid Sheet — 2018 — Roof Replacement Project Contract Document Labor and Materials Payment bond form Performance Bond Form Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel, labor, materials, tools appurtenances, equipment, and services (including all utility and transportation services) required to construct and complete the Work, all in accordance with the above listed documents. Bidder agrees to perform all of the Work and provide the equipment and materials described in the Bid Documents, as follows: Bidder has bid on all items and has provided a price for all items. The Bidder acknowledges that it is responsible for verification of all pipe sizes and depths prior to the ordering of materials. 29 Booster Station #16 2018 — Roof Replacement Project Bid Form Page 2 The Bidder will complete and provide all labor, equipment, materials and mobilization (if applicable) to perform the Work as incidental to the fixed item price for each item proposed. In submitting this bid, the Bidder understands that the Village of Mount Prospect reserves the right to add to or subtract from the estimated quantities. The Village of Mount Prospect intends to award one (1) contract (if at all) for the items bid. If written notice of award of this bid is mailed, emailed or otherwise delivered to the Bidder at any time before this bid is withdrawn, the Bidder agrees to execute and deliver the contract in the prescribed form and furnish payment and performance bonds, or letter of credit, and the insurance certificates required by the Bid Documents to the Village within ten (10) days after receipt. The Bidder, and as successful bidder/Contractor upon award of the Contract understands and agrees to the following: 1) The Contractor agrees to provide all Work and items and material to the Village as noted in the Bid Documents and comply with the requirements of the Bid Documents. 2) The Contractor agrees to comply with all applicable state and federal laws, rules and regulations, and county and municipal ordinances, as described in the General Conditions. All Addenda pertaining to this project shall be acknowledged by the Bidder in thespaces provided below: .._. Addendum ......._. Addendum ._............ -.— Acknowledgement by Bidder or _..... ......................... Date No. Authorized Representative Acknowledged _Date �....._. _._......._....... ...........w Failure to acknowledge receipt, as provided above, may be considered sufficient grounds for disqualification of the bidder and rejection of his/her bid submittal. A record of all Addenda and copies of same will be available to all qualified bidders from the Village of Mount Prospect Public Works Department, 1700 West Central Road, Mount Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to become fully advised of all Addenda prior to submitting its bid. 30 Booster Station #16 2018 — Roof Replacement Project Bid Form Page 3 Upon award the contract the Village will send Notice of Award to the successful bidder, the bidder must then execute the contract and provide the required bonds or letter of credit and certificate of insurance to the Village within ten (10) days. The Village will then issue a written Notice to Proceed, which starts the performance period and the contractor then has ten (10) days to commence work. The contractor shall reach substantial completion within a en 7 n ec tive_ calendar days after the Notice to Proceed with i t`o tbereaftel. Failure to complete the work in the designated time frame may result in the Director of Public Works withholding compensation due the contractor for failure to complete the said work in the designated time frame, calling the bonds, or taking such other action as may be available. Security in the sum of ten (10%) percent of the amount bid in form of (check one): �/ Bid Bond Certified Check Bank Cashier's Check is attached hereto in accordance with the "Instructions for Bidders". This Bid Submittal contains the following: 1) Bid Form 2) Affidavit — Bid Certification Form 3) Bid Security 3) BID SHEET(S) — BOOSTER STATION #16 - ROOFING REMOVAL AND REPLACEMENT PROJECT Respectfully submitted: Name of Firm/Bidder:/0 , - Z? ,I (Signature) Title - Date: .R z -1R Contact Information: Official Address: /320 9L.00srarnt Telephone:ZS Email: po . e0H ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEETS (Pages 42-53) ALONG WITH THE AFFIDAVIT — BID CERTIFCATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED ENVELOPE.VILLAGE OF MOUNT PROSPECT 31 Booster Station #16 2018 — Roof Replacement Project Bid Certification Form Page 1 AFFIDAVIT — BID CERTIFICATION FORM Bidder: Company/Firm Name: e 6,10 or /rte Address: / �Z As a condition of entering into a contract with the Village of Mount Prospect, and under oath and penalty of perjury and possible termination of contract rights and debarment, the undersigned, , being first duly sworn on oath, deposes and states that he or she is p" g., ee'vr(sole owner, partner, joint ventured, President, Secretary, etc.) of W,4,g r c and has the authority to make all �^ (Name of Company) P.4W � e4.44 vrolof di 1'4,c certifications required by this affidavit, Section I Non Collusion The undersigned certifies that this bid is genuine and not collusive or a sham, that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, to fix the bid price element of this bid, or of that of any other bidder, or to secure any advantage against any other bidder or any person interested in the proposed contract. Section II The undersigned further states that "% ,6 ,0 4 n e e (Name of Company) Y is not barred from bidding or contracting as a result of a conviction for violations of state laws prohibiting bid rigging or bid rotating or any similar offense of any state of the United States, as provided in Sections 33E-3 and 33E-4 of the Illinois Criminal Code, 720 ILCS 5/33E-3, 33E-4. Section III I2rug Ereo WorUlau, The undersigned further states that (Name of Company) provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS 580/1, et seq., and has, to the extent not covered by a collective bargaining that deals with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., a substance abuse prevention program that meets or exceeds these requirements of that Act. Bid Certification Form Page 2 32 Booster Station #16 2018 — Roof Replacement Project AFFIDAVIT — BID CERTIFICATION FORM Section IV Tax Payment The undersigned further states that c - is (Name of Company) not delinquent in payment of any taxes to the Illinois Department of Revenue, in accordance with Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition voids the contract and allows the municipality to recover all amounts paid to the individual or entity under the contract in civil action. Section V Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a public contract must: "Have written sexual harassment policies that shall include, at a minimum, the following information: (1) the illegality of sexual harassment; (II) the definition of sexual harassment under State law; (III) a description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process including penalties; (V) the legal recourse, investigative and complaint process available through the Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how to contact the Department and Commission; and (VII) protection against retaliation as provided by Section 6-101 of the Act. (Illinois Human Rights Act)." A "public contract" includes: ... every contract to which the State, any of its political subdivisions or any municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002), The undersigned further states that , 01". sc_ has (Name of Company) a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105 (A) (4). It is expressly understood the foregoing statements and representations and promises are made as a condition to the right of the bidder to receive payment under any award made under the terms and provisions of this bid. The undersigned certifies , that all information contained in this Affidavit is true and correct. Signed by: Title: // Signature Name Printed; /�E �, Signed and sworn to before me thisC1 day of , 201 & commission ex es: Notary Pub OF=SMJENOTARY PUISMY COMMI8 33 Booster Station #16 2018 — Roof Replacement Project BID SHEET OFFERS: 1. Having examined the Place of Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by STR-SEG for the above-mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform Work of for the Sum of: 2. rV 3. .4A63 A(V dollars ($ % _ ° , of �)„ in lawful money of the United States of America. UNIT PRICES 4. The following are Unit Prices for specific portions of Work as listed. The following is the list of Unit Prices: ITEM DESCRIPTION a. Repair of steel roof deck b. Replacement of steel roof deck c. Replacement of 2 by 4 or 2 by 6 wood blocking d. Replacement of 2 by 8 or 2 by 10 wood blocking UNIT QUANTITY ITEM VALUE per square foot per square foot $ 15.00 $ 11 • --TO per linear foot $ S 50 per linear foot $ 10.60 CHANGES TO THE WORK 5. When Owner and Consultant establish that the method of valuation for Changes in Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be: 1. 10 percent overhead and profit on the net cost of our own Work; 2. 5 percent on the cost of Work done by any Subcontractor. 35 Booster Station #16 2018 — Roof Replacement Project PROPOSED SUBCONTRACTORS FORM B. The following Work will be performed (or provided) by Subcontractors and coordinated by us: 1. WORK SUBJECT 77i S- e0,1V ✓ecT SUBCONTRACTOR NAME % Fse DcTt,¢n.c,a� ADDRESS PHONE -FAX -EMAIL 2. WORK SUBJECT g4,-G1.rr-4N SUBCONTRACTOR NAME ?o RL /751-eA?,&,Aea ADDRESS PHONE -FAX -EMAIL 3. WORK SUBJECT SfltfT /��,s C SUBCONTRACTOR NAME 15 ADDRESS PHONE -FAX -EMAIL 4. WORK SUBJECT SUBCONTRACTOR NAMEw ADDRESS PHONE -FAX -EMAIL C. If Owner has a reasonable and substantial objection to any Subcontractor on this list, and refuses, in writing, to accept such person or organization, Bidder may, at their option, withdraw their Bid, or submit an acceptable substitute, with any adjustment to their Bid price occasioned by such substitution, for Owner's consideration. 36 Booster Station #16 2018 — Roof Replacement Project