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Home My WebLink AboutPROJECT PLAN AZCOM HANGAR NO. 4 IMPROVEMENTS (2020) -1 Waterloo Regional Airport IDOT CSVI PROJECT NO. 91200AL0200 IDOT CONTRACT NO. 21613 WATERLOO REGIONAL AIRPO T CRUISE A NEW ALTITUDE Prepared For: City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Prepared By: AECOM 501 Sycamore Street, Suite 222 P.O. Box 1497 Waterloo, Iowa 50704-1497 May 11, 2020 HANGAR NO. 4 IMPROVEMENTS (2020) WATERLOO REGIONAL AIRPORT In the City of Waterloo, Iowa IDOT CSVI PROJECT NO. 9I200AL0200 IDOT CONTRACT NO. 21613 Prepared For: City of Waterloo,Iowa Prepared By: AECOM May 11,2020 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer O E S S!p under the laws of the state of Iowa. M� . •• • / May 12, 2020 D A Y I D B.HUGHES DAV B.HUGHES PE Da e 0 Z = 13037 ` License No. 13037 s • lowP My license renewal date is December 31 2021. � �/��lf it ll(t�tlfltlStiAE�" Pages or sheets covered by this seal: ALL PAGES i HANGAR NO.4 IMPROVEMENTS(2020) WATERLOO REGIONAL AIRPORT CONTRACT DOCUMENTS TABLE OF CONTENTS 1. NOTICE TO BIDDERS....................................................................................................... NTB-1-4 2. NOTICE OF PUBLIC HEARING....................................................................................... NPH 1-2 3. INSTRUCTIONS TO BIDDERS......................................................................................... IB 1-9 4. FORM OF BID OR PROPOSAL......................................................................................... FB 1-2 5. SALES TAX EXEMPTION INFORMATION FORM....................................................... STE 1 6. BID BOND........................................................................................................................... BB 1 { ^ 7. NON-COLLUSION AFFIDAVITS..................................................................................... NCA 1-2 I 8. TARGETED S ALL BUSINESS(TSB)PRE-BID CONTACT INFORMATION........... TSBA A 17 I 9. EQUAL OPPORTUNITY CLAUSE................................................................................... EO 1-2 10. TITLE VI CIVIL RIGHTS................................................................................................... TVI 1 11. BIDDER STA S FORM................................................................................................... 1-2 12. AFFIRMATIVE ACTION PROGRAM.............................................................................. 1-9 4 12. POTENTIAL ITEMS OF WORK FOR MBE/WBE PARTICIPATION............................. M 1 f SUBCONTRACTOR'S BID REQUEST FORM................................................... M 2 LETTER FORM FOR SUBCONTRACTOR QUOTES....................................... M 3 MBE/WBE SCOPE LETTER................................................................................ M 4 MBE ND/OR WBE PREBID CONTACT INFORMATION FORM................. M 5-6 13. WATERLOO/CEDAR FALLS MINORITY AND WOMEN BUSINESSES ENTERPRISE ONSTRUCTION AND MAINTENANCE CONTRACTO 'S GUIDE.................................................................................................. 1-4 14. STATEMENT OF BIDDER'S QUALIFICATIONS........................................................... SBQ 1-2 15. TARGETED SMALL BUSINESS(TSB)CONTRACT PROVISION............................... TSB 1-6 16. GENERAL SPECIAL PROVISIONS.................................................................................. GSP 1-5 17. SPECIAL PROVISIONS..................................................................................................... SP 1-4 Section0133 0 -Submittals...............................................................................................01 33 00-1 -8 Section 02 41 1 -Selective Demolition..............................................................................02 41 12-1 -4 Section04 01 2 -Repointing..............................................................................................04 01 22-1 -2 Section 06 10 0 -Rough Carpentry....................................................................................06 10 00-1 -6 Section 07 24 0 -Exterior Insulation and Finish System(EIFS)........................................07 24 00-1 - 12 Section 07 92 0 -Joint Sealants..........................................................................................07 92 00-1 -6 Section 08 51 1 -Aluminum Windows..............................................................................08 51 13-1 -6 Section 09 29 0 -Drywall(Gypsum Board)Construction.................................................09 29 00-1 -8 TABLE OF CONTENTS IDOT CSVI Project No.9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 Section 09 51 13 -Acoustical Panel Ceilings.......................................................................0951 13-1 -6 Section 09 65 00-Resilient Flooring-Base and Accessories.............................................0965 00-1 -6 _ Section09 68 00-Carpeting................................................................................................09 68 00-1 -4 16. GENERAL SPECIFICATIONS FOR CONSTRUCTION.................................................. GS 1-13 — 17. SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION.................. SGS 1 j 18. FORM OF CONTRACT...................................................................................................... C 1-3 19. FORM OF PERFORMANCE BOND.................................................................................. PFB 1-2 20. FORM OF PAYMENT BOND............................................................................................ PB 1-2 APPENDIX — Appendix 1 -Plans and Details Appendix 2-Photographs of Existing Conditions TABLE OF CONTENTS IDOT CSVI Project No.9I200AL0200 Hangar No.4Improvements(2020) AECOM 60614052 CONTRACT NO.21613 NOTICE TO BIDDERS For the Taking of Construction Bids For the HANGAR NO.4 IMPROVEMENTS(2020) WATERLOO REGIONAL AIRPORT In the City of Waterloo,Iowa IDOT CSVI PROJECT NO.9I200AL0200 IDOT CONTRACT NO.21613 RECEIVING OF BIDS Sealed proposals will bc received by the City Clerk of the City of Waterloo, Iowa, at her office in the City Hall of the said City on the 11 h of June 2020 , until 1:00 min. for the construction of the HANGAR NO. 4 IMPROVEMENTS (2020), as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS All proposals received will be opened in the First Floor Conference Room at City Hall, in the City of Waterloo, Iowa,on the 111h day of June 2020 , at 1:00 min. , and the proposals will be acted upon at such later time and ^ place as may then be fixed by the City Council. PRE-BID MEETING A pre-bid meeting fort is project will NOT be held, but contractors are urged to make a site visit and familiarize themselves with existing conditions. I Bidders shall arrange an individual site visit prior to Bidding by contacting the Airport Director at(319)291-4483. PUBLIC HEARING The Council of said City will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the construction of the above-described improvement project at 5:30 p.m.on June 15,2020 , said hearing to be held in the Harold E.Getty Council Chambers in City Hall in sa25.00 depid City. SCOPE OF WORK The scope of this project includes removal and replacement of water damaged ceiling tile, dry wall and carpet. The —' project also includes th replacement of windows in the office area of Hangar No. 4. Exterior walls of the office will be tuck pointed an sealed/painted. North exterior high bay wall will be tuck pointed and EFIS wall system installed. BEGINNING AND CgMPLETION DATES The work under the proll��Posed contract shall be commenced within ten(10)working days after receipt of"Notice to Proceed"and all items sl<all be completed on or before November 15,2020 . METHOD OF PAYMI NT TO CONTRACTOR The Contractor will be 0aid against bi-monthly estimates in cash on the basis of ninety-five percent (95%) of the work as it is completed and materials delivered and work approved. Final payment will be made thirty-one (31) days after completion of the work and acceptance by the Council. Before final payment is made,vouchers showing -1 that all subcontractors and workmen and all persons famishing materials have been fully paid for such materials and labor will be required un ess the City is satisfied that material,men and laborers have been paid. —, The Contractor is hereby notified that if the City does not have cash on hand to pay monthly pay estimates, according to Chapter 384.57 of the Code of Iowa, payment may be made by anticipatory warrants issued bearing a rate of interest not exceeding that permitted by Chapter 74A,Code of Iowa. "1 j NOTICE TO BIDDERS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 NTB-i of 4 1 6. PLANS AND SPECIFICATIONS Plans and Specifications governing the construction of the proposed improvements have been prepared by AECOM, 6. i which plans and specifications, and also the prior proceedings of the City Council referring to and defining said proposed improvements are hereby made a part of this notice, and the proposed contract by reference shall be executed in compliance therewith. L Complete digital Plans and Specifications are available at www.questedn.com. You may download the digital documents free of charge from Questcdn by inputting Questcdn Project #7082362 on the website's Project Search page. Please contact Questcdn.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration,downloading and working with this digital project information. Optional paper copies of the Plans and Specifications are available from AECOM, 501 Sycamore Street, Suite 222, Waterloo, Iowa, upon receipt of a$25.00 deposit(CHECK ONLY). Deposits are fully refundable if the plans and L. specifications are returned in usable condition(i.e., generally free of highlights, ink markings,tears, stickers,water stains and soiling) to the Waterloo AECOM office listed above by the end of the 141 consecutive day after the project has been awarded. No deposits will be refunded for any requests or plans received after the 141 consecutive day,which includes plans returned via mail service. Plan holders are responsible for ascertaining when the project has been awarded. If the plan holder is the prime contractor, or a subcontractor or supplier of the prime contractor that has been awarded the project, Plans and Specifications do not need to be returned to receive the deposit. The prime contractor must submit a list of his subcontractors and suppliers for the City and consulting engineer to verify �. eligibility for the refundable deposit. Please DO NOT obtain Bid Documents from any source other than Questcdn.com or through the AECOM Waterloo L office as listed above. Obtaining documents through any other source could prevent Bidder from being included on the official AECOM Plan Holders List which, in turn, may cause the Bidder to not receive addenda or other time- sensitive / bid-critical documents. The City has the right to reject any bids that do not have current bidding I documents included in the proposal. �- The deposit policy shall apply to the prime contractor awarded the project for all plans and specifications obtained and distributed by the prime contractor to their subcontractors and suppliers in determining the prime contractor's bid, if the prime contractor wishes for their deposit to be returned. Upon award of project,the prime contractor shall be supplied with the needed number of plans and specifications at no additional cost. •- CONTRACT AWARD A contract will be awarded to the qualified bidder submitting the lowest total bid. The City reserves the right to reject any or all bids,re-advertise for new bids, and to waive informalities in the bids submitted that might be in the best interest of the City. Bids may be held by the City of Waterloo, Iowa, for a period not to exceed thirty (30) days from the day of the opening of bids for the purpose of reviewing the bids and investigating the qualifications of bidders, prior to awarding the contract. ` By virtue of statutory authority,a preference will be given to products and provisions grown and coal produced with the State of Iowa and preference will be given to local domestic labor in the construction of the improvement. ` PROPOSALS SUBMITTED The bidder shall submit bids on the items listed in the proposal. The bidder shall clearly write or type the unit bid �- price and the bid item extension(Unit Price x Estimated Qty) in numerals on the blanks provided. Should there be any discrepancy between the unit bid price and extension, the City of Waterloo shall consider the unit bid price as being the valid unit bid price. The bidder has the option to submit a computer-generated spreadsheet in lieu of the portion of the Form of Bid or Proposal, which includes the Bid Item Number, Description, Unit, Estimated Quantity, Unit Bid Price, Total Bid Price and Total Bid. The computer-generated spreadsheet shall include all of the information listed in that portion of the Form of Bid or Proposal as well as bear the signature of the Prime Contractor submitting the bid. For the bidders NOTICE TO BIDDERS IDOT CSVI 9I200AL0200 Hangar No.4Improvements(2020) AECOM 60614052 CONTRACT NO.21613 NTB-2 of 4 L who submit a comput r-generated spreadsheet, the TOTAL BID (with alternates, if applicable) shall also be indicated in the space(s)provided on the Form of Bid or Proposal. BID SECURITY REQ UIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States,or bid bond,(on the form furnished by the City)payable to the City of Waterloo, Iowa, in the um of not less than five percent(5%) of the bid submitted, which certified check, certified share draft or bid bond ill be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish tie required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bonds, his bid security may be retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the Bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. PERFORMANCE&P YMENT BONDS The successful bidder will be required to furnish a"Performance Bond"and a"Payment Bond"within ten(10)days after forms are presented to him in an amount equal to one hundred percent(100%)of the contract price, said bond i to be issued by a responsible surety approved by the City Council and shall guarantee the faithful performance,of the contract and the terms and conditions therein contained,and shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims of any kind caused by the operations of the contractor. { MAINTENANCE BON Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute I and file a bond in the p nal sum of not less than 100% of the total amount of the contract, same to be known as "Maintenance Bond," an which bond must be approved by the City Council, and which bond is in addition to the bond given by the Contra for to guarantee the completion of the work. CONTRACT COMPLIANCE PROGRAM/SUBCONTRACTING ^ The program proposes umerical projections regarding utilization of Minority Business Enterprise (MBE) and Women Business Ente ise (WBE) as Subcontractors, vendors and suppliers in the performance of Contracts awarded by the City of aterloo,Iowa. A goal of at least ten percent(10%)for MBE participation on all City funded construction projects that are estimated at $50,000.00 or more. A goal of at least two percent(2%) for WBE participation on all City funded construction projects that are estimated at $50,000.00 or more. Any project funded in part or in total with federal funds shall follow the respective agencies contract compliance program and goals. The Prime Contractor shall make "good- faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontractors, suppliers or vendors must provide the Prime Contractor a reasonably competitive price for the service being rendered or the Contractor is not required to accept their bid. PREDETERMINED WAGE RATE Predetermined wage rates do not apply to work on this project. LIQUIDATED DAMAGES Time is an essential element of this contract. It is important that the work be diligently pursued to completion. If the work is not completed within the specified contract period,plus authorized extensions,the contractor shall pay to the City Liquidated Damages in the amount of five hundred dollars ($500.00) per day, for each day, as further described herein,in excess of the authorized time. Days beyond the specified completion date for which Liquidated Damages will be charged will be working days that the contractor does,or cou d have worked,from Monday through Saturday. Sundays will be counted only if work is performed. Partial world g days will be considered as a full working day. Days not chargeable for Liquidated Damages will include rain ays,Sunday if no work is done,and legal holidays. Working days will cease to be charged when only punch list items remain to be completed. Punch list items do not include contract bid items or approved change/extra work orders. NOTICE TO BIDDERS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 NTB-3 of 4 When the Contractor believes the project to be substantially completed, a written notice stating the same shall be submitted to the Engineer and a request made for a Punch List. If the work under the Contract extends beyond the normal construction season for such work the Contractor shall submit to the Engineer in writing a request that ... working days counted toward the project be suspended until work is resumed the following construction season. This amount is not construed as a penalty. These damages are for the cost to the City of providing the required additional inspection,engineering and contract administration. ` PRE-CONSTRUCTION CONFERENCE Before the work is commenced on this contract,a conference shall be held for the purpose of discussing the contract. The conference shall be attended by the prime contractor,subcontractors and City Officials. BIDDER STATUS Attention of bidders is called to compliance with the provisions of the Resident Bidder/Non-Resident Bidder requirements. �- Each bidder submitting a bid shall execute and include with the bid, a Bidder Status Form in the form herein provided. ` Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. SALES TAX EXEMPTION CERTIFICATES Contractors and approved subcontractors will be provided a Sales Tax Exemption Certification to purchase building materials or supplies in the performance of construction contracts let by the City of Waterloo. ■- Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo,Iowa. 1.. CITY OF WATERLOO,IOWA i 6- L.. i s ,4 f t 4 NOTICE TO BIDDERS IDOT CSVI 91200AL0200 Hangar No.4Improvements(2020) ! AECOM 60614052 CONTRACT NO.21613 NTB-4 of 4 I� r ^ ^ NOTICE OF PUBLIC HEARING On Proposed Plans,Specifications,Form of Contract, And Estimate of Cost and the For the HANGAR NO.4 IMPROVEMENTS(2020) WATERLOO REGIONAL AIRPORT In the City of Waterloo,Iowa IDOT CSVI PROJECT NO.9I200AL0200 IDOT CONTRACT NO.21613 RECEIVING OF BID Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at her office in the City Hall of the said City on the 11 h daV of June 2020 , until 1:00 n.m . for the construction of the HANGAR NO. 4 IMPROVEMENTS (2(l20), as described in detail in the plans and specifications now on file in the Office of the _7 City Clerk. OPENING OF BIDS All proposals received will be opened in the First Floor Conference Room at City Hall, in the City of Waterloo, Iowa,on the 1111 da of June 2020 ,at 1:00 u.m. ,and the proposals will be acted upon at such later time and place as may then be fixed by the City Council. PUBLIC HEARING .—. The City of aterloo will continue to hold City Council meetings as scheduled, however in res onse to COVID-19, elected officials and city staff will participate via videoconferencing with elected officials and city staff dialing in to the meeting to participate. i The public is invited to speak on public hearing items in the following ways. Call the City Clerk's Qffice at 319-291-4323 by 4:45 p.m. to obtain conference can information. A fternatively, you may email your comments to comments(a,waterloo- ia=and they will be read during the public hearing. Please state the public hearing item on which yi in wish to speak. ^ Notice is herebygiven that the g Council of said City will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the construction of the above-described improvement project at 5:30 a.m. on June 15 2020 , said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. The proposed plans, specifications, form of contract, and estimate of cost for said improvements heretofore prepared by AECOM are now on file in the office of the City Clerk for public examination, and any person interested therein may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto at the meeting above set forth. The NOTICE TO BIDDERS can be viewed at the following locations: 1) City of Waterloo web site at hqp://ci.waterloo.ia.us/ 2) Plan rooms: Master Builders of Iowa 221 Park Street,PO Box 695 NOTICE OF PUBLIC HEARING IDOT CSVI 9I200AL0200 AECOM 60614052 Hangar No.4 Improvements of CONTRACT N0.21613 NPH-I-1 of 2 Des Moines,IA 50303 6- McGraw Hill Construction Dodge 3315 Central Ave. Hot Springs,AR 71913 `- Reed Construction Data 30 Technology Parkway South, Ste. 500 Norcross,GA 30092 3) Plan Room Web sites: F Master Builders of Iowa web site at www.mbionline.com L Dodge Lead web site: http•//dodgeprojects.construction.com/ Reed Const.Data Lead web site:http://www.cmdgroup.com/project-leads/ 6. SCOPE OF WORK The scope of this project includes removal and replacement of water damaged ceiling tile,dry wall and carpet. The project also includes the replacement of windows in the office area of Hangar No. 4. Exterior walls of the office �- will be tuck pointed and sealed/painted. North exterior high bay wall will be tuck pointed and EFIS wall system installed. Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo,Iowa,on the day of ,20_• CITY OF WATERLOO,IOWA By: Kelley Felchle City Clerk NOTICE OF PUBLIC HEARING IDOT CSVI 91200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 NPH-2 of 2 INSTRUCTIONS TO BIDDERS 1. EXPLANATIONS TO BIDDERS Any explanation desired by a bidder regarding the meaning or interpretation of the Notice to Bidders, Plans,Specifications,etc.,must be requested in writing and with sufficient time allowed for a reply to reach bidders before submission of their bids. Any interpretation made will be in the form of an amendment of the Notice to Bidders, Plans, Specifications, etc., and will be furnished to all prospective bidders. Its receipt by the bidder must be acknowledged in the space provided on the Proposal Form or by letter or telegram received before the time set for opening of bids. Oral explanations or instructions given before the award of the contract will not be binding. 2. EXAMINATION OF PROPOSED WORK Bidders should visit the site and take such other steps as may be reasonably necessary to ascertain the nature and location of the work, and the general and local conditions which can affect the work or the cost thereof. Failure to do so will not relieve bidders from responsibility for estimating properly the difficulty or cost of successfully performing the work. The owner will assume no responsibility for any understanding or representation concerning conditions made by any of its officers or agents prior to the execution of the contract,unless included in the Notice to Bidders,the Specifications or related documents. 3. PREPARATI N OF BIDS a. Bids shall be submitted on the forms furnished,or copies thereof,and must be manually signed. If erasures or other changes appear on the forms, each erasure or change must be initialed by the person signing the bid. The bidder has the option to submit a computer-generated spreadsheet in lieu of the portion of the Form of Bid or Proposal, which includes the Bid Item Number, Description, Unit, Estimated Quanti , Unit Bid Price, Total Bid Price, and Total Bid. The computer-generated spreadsheet shall include all of the information listed in that portion of the Form of Bid or Proposal as well as bear the signature of the Prime Contractor submitting the bid. For the bidders who submit a computer-generated spread- sheet, the TOTAL BID (with alternates, if applicable) shall also be indicate J in the space(s)provided on the Form of Bid or Proposal. b. The Bid Form may provide for submission of a price or prices for one or more items, which may be lump sum bids, alternate prices, schedule items resulting in a bid on a unit of construction or a combination thereof, etc. When the Bid Form explicitly requires that the bidder bid on all items, failure to do so will disqualify the bid. When submission of a price on all items is not required, bidders should insert the words "no bid" in the space provided for any item on which no price is submitted. C. Unless called for,alternate bids will not be considered. d. Modific tions of bids already submitted will be considered if received at the office designated in the Noti a to Bidders by the time set for closing of bids. Telegraphic modifications will be consider d but should not reveal the amount of the original or revised bid. e. In preparing his bid,the bidder shall specify the price,written legibly in ink or with the typewriter, at which he proposes to do each item of work. The unit price shall be stated in figures in the blank .� space provided(i.e., $7.14). In items where unit price is required, the total amount of each item shall be computed at the unit prices bid for the quantities given on the Bid Form and stated in figures iii the blank space provided. INSTRUCTIONS TO BIDDERS IDOT CS VI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 IB-1 of I If the bidder chooses to submit the unit prices, total bid price, and total bid on a computer- generated spreadsheet,all numbers shall be easily legible. i f. Any changes or alterations made in the Bid Form,or any addition thereto,may cause the rejection of the bid. No bid will be considered which contains a clause in which the contractor reserves the right to accept or reject a contract awarded him by the city Council of Waterloo. Bids in which the unit prices are obviously unbalanced may be rejected. g. If the bidder does not qualify as a resident bidder, the nonresident bidder shall specify on the project proposal whether any preference to resident bidders, including but not limited to any preference to bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state or foreign country is in effect in the nonresident bidder's state or country of domicile at the time of a bid submittal. 4. SUBMISSION OF BIDS 6' a. A bid must be sealed in a separate envelope and marked to indicate its contents and be accompanied by the bid security in a separate envelope. If forwarded by mail,the two envelopes shall be placed in a third and mailed to the City Clerk/Auditor. All bids must be filed with the City Clerk/Auditor of the City of Waterloo at his office in the City Hall before the time specified for closing bids. L b. Bids received prior to the advertised hour of opening will be securely kept sealed. The officer whose duty it is to open them will decide when the specified time has arrived, and no bid received thereafter will be considered; except that when a bid arrives by mail after the time fixed for opening,but before the reading of all other bids is completed, and it is shown to the satisfaction of the City of Waterloo, Iowa, that the non-arrival on time was due solely to delay in the mails for which the bidder was not responsible,such bid will be received and considered. L. C. Bidders are cautioned that, while telegraphic modifications of bids may be received as provided above, such modifications, if not explicit and if in any sense subject to misinterpretation, shall made the bid so modified or amended,subject to rejection. 5. LATE BIDS AND MODIFICATIONS OR WITHDRAWALS Bids and modifications or withdrawals thereof received at the office designated in the Notice to Bidders L after the exact time set for closing of bids will not be considered. However, a modification which is received from an otherwise successful bidder, and which makes the terms of the bid more favorable to the City of Waterloo,will be considered at any time it is received and may therefore be accepted. Bids may be L withdrawn by written or telegraphic request received from bidders prior to the time set for closing of bids. 6. PUBLIC OPENING OF BIDS Bids will be publicly opened at that time and place set for opening in the Notice to Bidders. Their content will be made public for the information of bidders and others interested who may be present either in person or by representative. 7. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank,or a bank chartered under the laws of the United States,a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, or bid bond(on the form furnished by the City) payable to the City of Waterloo, Iowa, in the sum of not less than five percent(5%) of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bond, his bid INSTRUCTIONS TO BIDDERS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 IB-2 of 9 L security may b retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. 8. COLLUSIVE AGREEMENTS a. Each bidder submitting a bid shall execute and include with the bid, a Non-Collusion Affidavit in the form herein provided, to the effect that he as not colluded with any other person, firm, or corporation in regard to any bid submitted. b. Each bidder submitting a bid shall have each proposed subcontractor,if any,execute and submit to the City Contract Compliance Officer by 5:00 P.M.the business day following the day bids on this project are due,a Non-Collusion Affidavit in the form herein provided,to the effect that he has not colluded with any other person, firm, or corporation in regard to any bid submitted. Before executing any subcontract, the successful bidder shall submit the name of any proposed subcon tractor for approval by the City. 9. MINORITY AND/OR WOMEN BUSINESS ENTERPRISE SUBCONTRACTORS a. CITY OF WATERLOO AND/OR WOMEN BUSINESS ENTERPRISE PRE-BID CONTACT INFO MATION FORM The Ci of Waterloo Minority and/or Women Business Enterprise Pre-Bid Contact Information Forms lall be submitted with the Form of Bid or Proposal. Failure to do so shall be grounds for the bid being rejected if subcontracting is proposed by the prime contractor. 10. MBE/WBE CONTRACT COMPLIANCE PROGRAM PURPOSE The pu pose of the Contract Compliance Program (hereinafter called Program) is to act as an impetus for incieasing the participation of minority and women disadvantaged business enterprise (MBE E)in City awarded construction contracts. The Program does not propose to eliminate any bonafide contractor or subcontractor from bidding on City contracts,but it will hopefully serve as a needed stimulus to help local MBE/WBE's grow and eventually become mainstream contractors and subcontractors. This Contract Compliance Program does not propose to include any set-aside or quotas, but only flexible goals where "good-faith efforts" are required by the contractor to use MBE/WBE subcontractors. This Program shall not eliminate the need for contractors to continue their"good-faith efforts" in using M E/WBE subcontractors on City contracts estimated at less than$50,000. The City of Waterloo will make every effort to reduce in-house construction and maintenance work that would be more cost effectively performed by the private sector and, thus, would allow addition 1 bidding opportunities for MBE/WBE firms. The Ci Contract Compliance Officer shall be advised of all City of Waterloo awarded construction contracts. 17 INSTRUCTIONS TO BIDDERS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) "1 AECOM 60614052 CONTRACT NO.21613 IB-3 of 9 DEFINITIONS Goals: A flexible numerically expressed objective which contractors are required to make "good-faith efforts." The key to the requirement is to make documented efforts. Goals are neither set-a-sides nor a device to achieve proportional representation or equal results. Numerical goals do not create set-a-sides for specific groups, nor are they designed to achieve proportional representation or equal results. Rather,the goal-setting process in affirmative action planning is used to target and ` measure the effectiveness of affirmative action efforts to eradicate and prevent discrimination. Quota: A flat numerical requirement that the contractor is required to meet in order to obtain the benefit �- or be in compliance. The numerical goal component of affirmative action programs is not designed to be, nor may it properly or lawfully be interpreted as,permitting unlawful preferential treatment and quotas with respect to persons of any race, color, religion, sex, or national origin. The regulations at 41 CFR 60-2.12(a), 60-2.15 and 60-2.30, specifically prohibit discrimination and the use of goals as quotas. (U.S.Department of Labor) Set-Aside: An arrangement in which a particular contract is reserved for competition solely among minority and women business enterprises. Contractor: As used in this document means contractor, subcontractor, supplier, vendor, and professional service provider. F Minority Business Enterprise(MBE) Any business, which is at least 51%, owned by one or more minorities and whose management I and daily business operations are controlled by one or more such individuals and is on the current L State Unified Certification List, or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1,2002 • Women Business Enterprise(WBE): Any business which is at least 51% owned by one or more women and whose management and daily business operations are controlled by one or more such individuals and is on the current State Unified Certification List, or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1,2002 w Minority: Any person or persons who are considered as socially and economically disadvantaged because of 6— their identity as a group member without regard to their individual qualities. The groups include: Black American, Hispanic American, Native Americans, Eskimos, Aleuts, and Asian-Pacific I Americans. 13 C.F.R. 124-1.1(c)(3)(ii)(1983). , Lowest Responsible Bidder: Bidder who has offered the lowest bid and who has exhibited skill relative to the type of work bid on, judgment, financial responsibility, and evidence of working with the Affirmative Action Employment Program and the Contract Compliance Program. Broker: One buying or selling for others on commission or other fee basis without maintaining a warehouse or other similar inventory storage facility. Mayor's Advisory Committee: Mayor's Advisory Committee for Minority,Female, and Disadvantaged Business Enterprise. L INSTRUCTIONS TO BIDDERS IDOT CSVI 91200AL0200 Hangar No.4Improvements(2020) AECOM 60614052 CONTRACT NO.21613 IB-4 of 9 L Good Faith Efforts: The s ccessful bidder shall be selected on the basis of having submitted the lowest responsible bid. The obligation of the bidder is to make good faith efforts. The bidder can demonstrate that it has done so by the following: 7 1. The Prime Contractor met the project goal-No Action necessary 2. If the Prime Contractor failed to meet the goal,they must submit documentation of good faith efforts. 1 CONTRACT OMPLIANCE PROGRAM SUBCONTRACTING The program proposes numerical projections or goals regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) as subcontractors in the performance of con acts awarded by the City of Waterloo,Iowa. A goa of at least 10% for MBE participation on all City funded construction projects that are estimated at $50,000 or more and projects under $50,000 where applicable at the Contract Compliance Officer's discretion. There is at least 2% WBE goal on City funded projects. Any project which is funded solely or in part with Federal funds shall follow the respective agencies contract compliance program and goals. Any project which is funded solely or in part with State funds shall follow the respective agencies contract compliance program and goals. The City of Waterloo Contract Compliance Program is for City awarded construction contracts only. The prime contractor shall make "good-faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontracts must provide the prime contractor a reasonably competitive price for the service being rendered or the contractor is not required to accept the bid. Administrative Reconsideration: As part of this reconsideration, the bidder will have the opportunity to provide written documentation or arguments concerning the issue of whether they made adequate good faith efforts 1 o meet the goals. The bidder will have the opportunity to meet in person with the City of Waterl o's Administrative Reconsideration Committee to discuss the issue of whether they made adequa good faith efforts. The Administrative Reconsideration Committee will forward a written decision on reconsideration to the Mayor and City Council, explaining the basis for finding that the bidder did or did not meet the goal or make adequate good faith efforts to do so. ...,, Documentation required will include but is not limited to the following: * Mal ing portions of the work available for MBE/WBE subcontracting * Evi Jence of negotiating with MBE/WBE firms E/WBE quotes obtained and non-MBE/WBE quotes used * Reasons agreements were not reached * Follow-up after initial solicitations * Efforts to assist in obtaining equipment, supplies and materials (at competitive prices), a bonding,lines of credit, insurance,etc. * Evidence of past compliance or non-compliance by same contractor The Contract Compliance Officer will determine the weight to be given to each item listed above (support d by appropriate documentation)based on overall program goals. INSTRUCTIONS TO BIDDERS IDOT CSVI 9I200AL0200 AECOM 60614052 Hangar No.4Improvements CONTRACT NO.21613 IB-5-5 of of 9 9 L RESPONSIBILITIES 1. City of Waterloo A. The City Contract Compliance Officer has the responsibility to assure the City's compliance with Federal,State and Municipal regulations. B. The City Contract Compliance Officer is responsible for maintaining a current directory of certified firms. Certification of MBE/WBE/DBE contractors is through the Iowa Department of Transportation and its Unified Certification Program. Only firms certified based on guidelines prescribed in 49 CFR Part 26 and provisions of this agreement, shall be recognized as certified by the City of Waterloo. C. The City Contract Compliance Officer is responsible for making available a list o tore project information notices to MBE/WBE firms. D. The City Contract Compliance Officer shall send notices to appropriate MBE/WBE firms in the directory of each bid solicitation with opening date. 6— E. The City Contract Compliance Officer will receive MBE/WBE Letter(s) of Intent to Bid and within two (2) business days forward the complete list of MBE/WBE bidders who submitted a Letter of Intent to Bid to prime contractors. Prime Contractors In order to be in compliance with the guidelines of this program,the prime contractor must show good-faith efforts in following the MBE/WBE Contract Compliance Program. Good-faith efforts include,but are not limited to,the following: k A. Prime contractors shall send solicitation letters(Form CCO-3)to appropriate MBE/WBE 6— (those certified in directory prepared by City Contract Compliance Officer)at least seven (7) working days prior to bid date. Letters should identify specific items to be subcontracted. A minimum of three (3) disadvantaged business contacts must be made L. and documented, if there are at least three disadvantaged businesses offering services in the area to be subcontracted(See City of Waterloo MBE/WBE Certification List). If less than three(3)are offering the services to be subcontracted,then a contact is required for any that are listed as providing that service.If the Prime Contractor submits a MBE/WBE L contact not on the City's MBE/WBE list, attach a copy of the MBE/WBE/DBE Certifications from another government agency. j B. If a prime contract bidder is unable to identify MBE/WBE firms to perform portions of the work, the City Contract Compliance Officer should be contacted for assistance _ immediately. C. Prime contract bidders may solicit MBE/WBE proposals by telephone or personal interviews,but all such contacts shall be confirmed by Certified Mail, or subcontract bid request forms(Form CCO-2). 6— D. If any MBE/WBE business submitting bids is not selected for subcontract award, documentation must accompany the "MBE/WBE Business Enterprise Pre-Bid Contact R, Information Form" (Form CCO-4 and CCO-4A) on why the MBE/WBE was not �.. selected.These reasons could include: a. Not low bid.Copies of the competing bids may be required for verification. L b. MBE/WBE did not bid,withdrew bid or non-responsive. c. Documentation of other business-related reason for not selecting the MBE/WBE 4 business for a subcontract. L d. Prime contractor self performs work. e. Any other reason relied on by prime. 6 INSTRUCTIONS TO BIDDERS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) CONTRACT NO.21613 IB-6 of 9 AECOM 60614052 L 1 II TheContract Compliance Officer will determine the weight to be given to each item listed above (supported by appropriate documentation)based on overall program goals. IL MBE/WBE Firms A. MBE/WBE firms shall be certified by the Iowa Department of Transportation as owners and controllers of their respective businesses or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1,2002. -� B. MBE/WBE firms must perform the work on the project; they cannot act as a broker by subcontracting the work out to others. C. Each MBE/WBE firm planning to submit quotes on construction projects with goals, shall submit a Letter of Intent to Bid (Form CCO-5) to the City Contract Compliance Officer seven (7) working days prior to bid opening, listing specific items which the MBE/WBE firm is interested in bidding. If sufficient Letters of Intent to Bid are not + received by the City Contract Compliance Officer seven (7) working days prior to bid opening, goals on subject project will be reduced accordingly. Agreements between the bidder/proposer and a MBE/WBE in which the MBE/WBE promises not to provide I� subcontracting quotations to other bidders/proposers are prohibited. NON-COMPLfANCE OF CONTRACTORS A. I Noncompliance exists when the contractor's actions are not consistent with the requirements of the Contract Compliance Program in the areas of employment and subcontracting. B. A bidder's failure to show good-faith efforts to meet project goals or a failure to use certified MBE/WBE firms may be grounds for finding its bid not responsible. C. The Contract Compliance Officer shall submit to City Council his/her recommendation on any non-compliant contract in writing. NOTICE TO PROCEED Notice 0 proceed on any project with goals will not be issued until City Contract Compliance Officer determines the lowest responsible bidder has used good-faith efforts to comply with this Compli Iance Program and the bid was responsive. CONCLUSION I This prc gram repeals or revises all sections of previous Waterloo Contract Compliance Programs. 11. EMPLOYMENT AND BUSINESS OPPORTUNITY To the greatest extent feasible, suppliers, subcontractors, and low-income workers owning businesses or living in the Waterloo area must be given priority in supplying materials, bidding for subcontract work, or applying for employment by the contractor on this project. Opportunities for training and for employment arising in connection with this project, shall to the greatest extent feasible be made available to lower income persons residing in the project area. The contract area is the City of Waterloo. The City of Waterloo will require the contractor to document his efforts in securing lower income workers living in the project area and in purchasing supplies from, and awarding subcontracts to, businesses owned by persons residifig in the project area. INSTRUCTIONS TO BIDDERS IDOT CSVI 9I200AL0200 AECOM 60614052 Hangar No.4 Improvements(2020) �R CONTRACT NO.21613 1 IB-7 of 9 12. STATEMENT OF BIDDER'S QUALIFICATIONS Each bidder shall, upon request of the City of Waterloo, Iowa, submit on the form furnished for that purpose (a copy of which is included in the contract documents), a statement of bidder's qualifications,his experience record in constructing the type of improvements embraced, and his organization and equipment available for the work contemplated; and, when specifically requested, a detailed financial statement. The City of Waterloo,Iowa, shall have the right to take such steps as it deems necessary to determine the ability of the bidder to perform his obligations under the contract, and the bidder shall furnish the City of Waterloo, Iowa, all such information and data for this purpose as it may request. The right is reserved to reject any bid where an investigation of the available evidence or information does not satisfy the City of Waterloo,Iowa,that the bidder is qualified to carry out properly the terms of the contract. 13. AWARD OF CONTRACT a. Award of contract will be made to that responsive and responsible bidder whose bid, conforming to the Specifications, is most advantageous to the City of Waterloo; price and other factors considered. The intention is to award the contract at the time of opening bids, but the right is reserved to postpone such action for a reasonable time,not exceeding thirty(30)days. b. The City Council may,when in its interest,reject any or all bids or waive any informality in bids received. C. The bidder shall submit bids on all the items listed in the proposal and shall state the unit bid price in words in the blank spaces provided beneath the item description. Should there be any discrepancy between the unit bid price in words and listed numeral unit bid price, the City of j Waterloo shall consider the unit bid price in words as being the valid unit bid price. A computer- 6- generated spreadsheet as herein provided shall also be acceptable. Proposals requiring mathematical computations to determine unit prices or totals will be rejected. A contract will be awarded to the qualified bidder submitting the lowest total bid for the BASE BID plus L ALTERNATE(S)chosen by the City as indicated in the NOTICE TO BIDDERS. d. When a contract for a public improvement is to be awarded to the lowest responsive and responsible bidder, a resident bidder shall be allowed a preference as against a nonresident bidder �. from a state or foreign country if that state or foreign country gives or requires any preference to bidders from that state or foreign country, including but not limited to any preference to bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state or foreign country. The preference allowed shall be equal to the preference given or required by the state or foreign country in which the nonresident bidder is a _ resident. In the instance of a resident labor force preference, a nonresident bidder shall apply the same resident labor force preference to a public improvement in this state as would be required in the construction of a public improvement by the state or foreign country in which the nonresident — bidder is a resident. 14. EXECUTION OF AGREEMENT BONDS AND CERTIFICATE OF INSURANCE a. Subsequent to the award and within ten (10) days after the prescribed forms are presented for signature, the successful bidder shall execute and deliver to the City of Waterloo, Iowa, an agreement in the form included in the contract documents in such number of copies as the City of Waterloo,Iowa,may require. b. Having satisfied all conditions of award as set forth elsewhere in these documents,the successful bidder shall, within the period specified in paragraph "a" above, furnish a surety bond and a payment bond in a penal sum not less than the amount of the contract as awarded, as security for the faithful performance of the contract and terms and conditions therein contained and shall guarantee the prompt payment of all persons, firms, or corporations to whom the contractor may become legally indebted for labor,materials,tools, equipment,or services of any nature including INSTRUCTIONS TO BIDDERS IDOT CSVI 9I200AL0200 Hangar No.4Improvements(2020) CONTRACT NO.21613 IB-8 of 9 AECOM 60614052 L J ! ICI i I utili and transportation services, employed or used by him in performing the work. The bonds shall protect and save harmless the City from claims and damages of any kind caused by the -� opera ions of the contractor and shall also guarantee the maintenance of the contract improvements for the period stated in the Notice of Hearing from and after completion of said improvements and their acceptance by the City. Such bonds shall be in the same form as that incluc ed in the contract documents and shall bear the same date as, or a date subsequent to that of the agreement. The current Power of Attorney for the person who signs for any surety company shall be attached to such bonds. C. The successftil bidder shall, within the period specified in paragraph "a" above, furnish a certificate of insurance for approval in amounts of not less than the amounts specified in the General Specifications for Construction, Section F.No.4 "Liability Insurance,"Pages 14 to 15 of 18 Pa es. The certificate of insurance shall be furnished in such number of copies as the City of Waterloo may require. The City of Waterloo shall be named as an "Additional Insured." The contractor shall similarly submit his subcontractor's certificates of insurance in the amounts for approval before each commences work. The contractor shall carry or require that there be Workmen's Compensation Insurance for all his employees and those of his subcontractors engaged in wok at the site,in accordance with State Workmen's Compensation Laws. I i d. The failure of the successful bidder to execute such agreement and to supply the required bond or bonds within ten (10) days after the prescribed forms are presented for signature, or within such extended period as the City of Waterloo, Iowa, may grant, based upon reasons determined �y sufficient by the City of Waterloo, Iowa, may either award the contract to the next lowest bidder or re-advertise for bids, and may charge against the bidder the difference between the amount of the bid an the amount for which a contract for the work is subsequently executed, irrespective of whether the amount thus due exceeds the amount of the bid guaranty. If a more favorable bid is received by re-advertising,the defaulting bidder shall have no claim against the City of Waterloo, Iowa, or a refund. 15. RECIPROCAL RESIDENT BIDDER PREFERENCE Attention of b`dders is called to the requirement of complying with the provisions of the Resident Bidder/Non-Resident Bidder requirement. Each bidder su mitting a bid shall execute and include with the bid, a Bidder Status Form in the form herein provided. Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. C i I I INSTRUCTIONS TO BIDDERS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 I13-9 of 9 PAGE LEFT BLANK INTENTIONALLY - FORM OF BID OR PROPOSAL HANGAR NO.4 IMPROVEMENTS(2020) WATERLOO REGIONAL AIRPORT "1 In the City of Waterloo,Iowa Honorable Mayor and City Council Waterloo,Iowa i Gentlemen: 1. The undersigned,being a Corporation existing under the laws of the State of ,a Partnership consisting of the following partners: having familiarized (himself)(themselves)(itself)with the existing conditions on the project area affecting the cost of the work, and with all the contract documents listed in the Table of Contents and Addenda (if any), as prepared by AECO now on file in the office of the City Clerk,City Hall,Waterloo,Iowa,hereby proposes to furnish all supervision, technical personnel, labor, materials,machinery,tools, appurtenances, equipment, and services, including utility and transportation services required to construct and complete this HANGAR NO. 4 IMPROVEMENTS (2020), all in accordance with the above-listed documents and for the unit prices for work in place for the following items and quantities: HANGAR NO.4 IMPROVEMENTS(2020) CSVI PROJECT NO.9I200AL0200 IDOT CONTRACT NO.21613 Ref. Estimated Unit Bid Item Item Unit Quantity Price Total Bid Price Hangar No.4 I nprovernents(2020) 1 Dry Wa 1 Removal SFT 1,030 $ $ 2 Suspended Ceiling Removal SFT 1,500 $ $ 2'x2',Including Grid r, Remove and Dispose Floor Tile i 3 (Asbestos) SFT 400 $ $ 4 Tuck Point and Seal split Face SFT 825 $ $ Block 5 Tuck Point and Paint CMU Block SFT 1,000 $ $ 6 Remove and Replace Windows EA 3 $ $ 7 Remove Carpet and Dispose SFT 1,250 $ $ 8 Tuck Point Block and Install EFIS SFT 1,200 1 $ $ .•� TOTAL BASE BID $ ALTERNATE BUD NO. 1 1 Install arid Paint Dry Wall SFT 1,000 $ $ 2 Install Suspended Ceiling(2'x2', Includin Grid) SFT 1,500 $ $ 3 Install New Carpet SFT 1,250 $ $ i ( TOTAL BASE BID+ADD ALTERNATE NO.1 $ ~'! 2. It is the ity's intention to evaluate bids reviewing both the Base Bid and Add Alternate Bids. The City has limited funds available and will award only what funding allows. The City reserves the right to award the contract based on the Base Bid only or the Base Bid plus any and all Add Alternate Bid Options. I FORM OF BID IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60664052 CONTRACT NO.21613 BF-1 of 2 3. It is understood that the quantities set forth are approximate only and subject to variation and that the unit bid - price for the work done shall govern in the actual payment to Contractor. _ 4. In submitting this bid,the bidder understands that the right is reserved by the City of Waterloo,Iowa,to reject any or all bids. If written notice of the acceptance of this bid is mailed, telegraphed, or delivered to the undersigned within thirty (30) days after the opening thereof, or at any time thereafter before this bid is ... withdrawn,the undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required bond and certificate of the insurance within ten(10)days after the agreement is presented to him for signature,and start work within ten(10)days after"Notice to Proceed"is issued. 5. Security in the sum of Dollars($ )in the form of is submitted herewith in accordance with the INSTRUCTIONS TO BIDDERS. L. 6. Attached hereto is a Non-Collusion Affidavit of Prime Contractor. 7. Attached hereto is a Bidder Status Form indicating Resident Bidder Certification ( ), or Non- j Resident Bidder Certification( ). (Mark one.) 8. The bidder is prepared to submit a financial and experience statement upon request. 9. The Prime Contractor and Subcontractor(s), which have performed an aggregate of$10,000.00 in work for the City in the current calendar year,are prepared to submit an AAP or Update and an EOC,within ten(10) days of notification that the bid submitted is lowest and acceptable. - 10. The bidder has received the following Addendum or Addenda: Addendum No. Date r. 11. The bidder shall list the MBE/WBE subcontractor(s) amount of subcontracts and bid items on the City of Waterloo Minority and/or Women Business Pre-bid Contact Information Form submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a list of all other Subcontractor(s)to be used on this Project to the City of Waterloo by 5:00 p.m.the business day following the day Bids on this Project are due along with the Non-Collusion Affidavits of All Subcontractor(s). The Contractor shall submit information on subcontractors on "SUBCONTRACTOR REQUEST AND _ APPROVAL"Form to be provided by City prior to approval of contract. The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer cannot be changed except for the following reasons: �- 1) The City of Waterloo does not approve the subcontractors. - 2) The subcontractors submit in writing that they cannot fulfill their subcontracts. 12. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked"none"or"NA". 13. The bidder has attached all applicable forms. 14. The Owner reserves the right to select alternates, delete line items, and/or to reduce quantities prior to the award of a contract due to budgetary limitations. (Name of Bidder) (Date) By. Title I Official Address: (Including Zip Code): a I.R.S.No. { L FORM OF BID IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60664052 CONTRACT NO.21613 BF-2 of 2 i l TARGETED SMALL BUSINESS(TSB) PRE-BID CONTACT INFORMATION P _V fn 4; C C �5 O w LUW 3 n00 N Q a °? 0 O cr E cc (T 0-Z 0 ca m o _ 1- `� Q W o o 00 �, w o r- m < E m Ln O Alj ¢ _ l a) fl U _ S�Z o }fl m c O D Lu Lu 0 > Q t¢-- c w ca W o ( [r z p Z U cn0p O Z c o p «3 M to to m m co Lu Lu :EQ o v sn Z W50 f 1 mU �o a) a�i m Ow CY > Zi v C m Qz v, r N D —0c 0 m ci E co es .J U aZ m a C QQ cta¢ FW—0 4 o V W C it CD 80 C LIJ ¢ L N O d V3 .a'C C Z}_ s° ca_ _ O u-Lu m Q m l2 rfi U Cl} vi ' O Sa W Q E+ Cfl3 ; O O� 0 0 M H i� fl fl C 01 Uca Q b t Q ccf)oO i U O Q' [d U O 0-1 0 Q'Y3 s Zi U Z fl o _ O m iu c s a U ca o f g ro o as I` cx a N -�..E fn b v N b i~ fl f- C i i= E _ .a � Q Y :� tL V 0- 0 0 Z z 7 TSB PRE-BID CONTACT INFORMATION IDOT CSVI 9I200AL0200 Hasngar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 TSB-I of I PAGE LEFT BLANK INTENTIONALLY T I 1 EQUAL OPPORTUNITY CLAUSE (As provided in Executive Order No. 11246) All contractors, subcontractors,vendors and suppliers of goods and services doing business with the City and value of said business equals or exceeds ten thousand dollars($10,000.00)annually agree as follows: 1. The contractors, subcontractor,vendor and supplier of goods and services will not discriminate against any employee or applicant for employment because of race, color, creed, sex,national origin, economic status, age, mental or physical handicap, political opinions or affiliations. The contractor, subcontractor, vendor and supplier will develop an Affirmative Action program to ensure that applicants are employed and that employees are treated during employment without regard to their race, creed, color, sex, national origin, religion, economic status, age,mental or physical disability,political opinions or affiliations. Such actions shall include but not be limited to the following: a. Employment b. Upgrading C. Demotion or Transfer d. Recruitment and Advertising e. Layoff or Termination f. Rates of Pay or Other Forms of Compensation g. Selection for Training Including Apprenticeship 2. The contractor, subcontractor, vendor and supplier of goods and services will, in all solicitations or advertisements for employees, state that all qualified applicants will receive consideration for employment all without regard to race, creed, color, sex,national origin, religion, economic status, age,mental or physical + disabilities,political opinion or affiliations. i 3. The contractor, subcontractor, vendor and supplier or his/her collective bargaining representative will send *' to each labor union or representative of workers which he/she has a collective bargaining agreement or other contract or understanding, a notice advising said labor union or workers' representative of the contractor's commitment under this section. 4. The contractor, subcontractor, vendor and supplier of goods and services will comply with all published 1 rules, regulations, directives, and order of the City of Waterloo Affirmative Action Program Contract Compliance Provisions. f 5. The contractor, subcontractor, vendor and supplier of goods and services will furnish and file compliance reports within such time and upon such forms as provided by the Affirmative Action Officer. Said forms will elicit information as to the policies,procedures,patterns,and practices of each subcontractor as well as the contractor himself/herself and said contractor, subcontractor, vendor and supplier will permit access to his/her employment books, records and accounts to the City's Affirmative Action Officer, for the purpose of investigation to ascertain compliance with this contract and with rules and regulations of the City's Affirmative Action Program—Contract Compliance Provisions relative to Resolution No.24664. 6. In the event of the contractor's non-compliance with the non-discrimination clauses of this contract or with any of such rules,regulations and orders,this contract may be canceled,terminated or suspended in whole or in part and the contractor may be declared ineligible for further contracts in accordance with procedures authorized by the City Council. .� 7. The contractor, subcontractor, vendor and supplier of goods and services will include, or incorporate by reference, the provisions of the non-discrimination clause in every contract, subcontract or purchase order unless exempted by the rules, regulations or orders of the City's Affirmative Action Program, and will I ,.= EQUAL OPPORTUNITY CLAUSE IDOT CSVI 91200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 EOC-1 of 2 provide in every subcontract, or purchase order that said provisions will be binding upon each contractor, subcontractor,or supplier. 8. We, the undersigned, recognize that we are morally and legally committed to non-discrimination in employment.Any person who applies for employment with our company will not be discriminated against because of race,creed,color, sex,national origin,economic status,age,mental or physical disabilities. (Signed) (Appropriate Official) 4 (Title) (Date) L Zr aw 6- EQUAL OPPORTUNITY CLAUSE IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 EOC-2 of 2 i I � TITLE VI CIVIL RIGHTS i 1 j During the performance of this contract, the contractor (for itselo, its assignees, and successors in interest (hereinafter referred to as the"contractor")agrees as follows: 1. Compliance with Regulations: The contractor shall comply with the Regulations relative to non- discrimination in Federally assisted programs of the DOT Title 49,Code of Federal Regulations,Part 21,as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. y 2. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, national origin, sex, age, or disability in the selection and A% retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a —' subcontract, including procurement of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non-discrimination on the grounds of race, color, national origin, sex, age, or OCR disability. 4. Information and Reports: The contractor shall provide all information and reports required by the Regulations or directives issued pursuant there to, and shall allow access to its books, records, accounts, other sources of information,and its facilities as may be determined by the Contracting Authority,the Iowa DOT, or FHWA to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the Contracting Authority, the Iowa DOT,or the FHWA as appropriate,and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination "► provisions of this contract, the Contracting Authority, the Iowa DOT, or the FHWA shall impose such contract sanctions as they may determine to be appropriate,including,but not limited to: a. Withholding of payments to the contractor under the contract until the contractor complies,and/or b. Cancellation,termination,or suspension of the contract,in whole or in part. 6. Incorporation of Provisions: The contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Contracting Authority, the Iowa DOT, or the FHWA may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event of a contractor becomes involved in, or it threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Contracting Authority or the Iowa DOT to enter into such litigation to protect the interests of the Contracting Authority or the Iowa DOT;and, in addition,the contractor may request the United States to enter into such litigation to protect the interest of the United States. c� i TITLE VI CIVIL RIGHTS IDOT CSVI 9I200AL0200 Hangar No.4Improvements(2020) + AECOM 60614052 CONTRACT NO.21613 TVI-I' I k t I �r PAGE LEFT BLANK INTENTIONALLY vow 1. L r i i L. Bidder Status Form To be completed by all bidders Part A Please answer"Yes"or"No"for each of the following: Yes E] No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). El Yes El No My company has an office to transact business in Iowa, E] Yes E] No My company's office in Iowa is suitable for more than receiving mail,telephone calls, and e-mail. Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. Yes [] No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered"Yes"for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered"No"to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: I /-to Address: City, State, Zip: Dates: to I l Address: City, State, Zip: Dates: I /-to 1 J Address: You may attach additional sheet(s)if needed. City, State,Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preferences to resident bidders, resident labor force preferences or any other type of preference to bidders or laborers? E] Yes E] No 3. If you answered "Yes"to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s)if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: Signature: Date: You must submit the completed form to the governmental body requesting bids per 876 Iowa Administrative Code Chapter 156.This form has been approved by the Iowa Labor Commissioner. 309-6001 (09-15) 1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. Yes No My business is currently registered as a contractor with the Iowa Division of Labor. Yes No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. Yes No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. Yes No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. Yes No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. ❑ Yes No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. Yes No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. EJ Yes No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. Yes No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa,the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. Yes No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. Now Yes E] No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. OW 309-6001 (09-19 2 i i 1 � 1 Revised February 2003 CONTRACTOR'S OR SUBCONTRACTOR'S AFFIRMATIVE A CTION PROGRAM I Check box that applies to party completing program: ( ) General Contractor ( ) Subcontractor i-r L Section A to be completed by GENERAL CONTRACTORS only: A. Name of Company I Address of Company Zip Telephone Number( ) Federal ID Number(if no Federal ID Number, Owner/President's Social Security Number) Name of Equal Employment Officer �t Name of Project Project Contract Number Estimated Construction Work Dates / i Section B to be completed by SUBCONTRACTORS only: B. Name of General or Prime Contractor .., Name of Subcontractor u Subcontractor's Address Zip Subcontractor's Telephone Number( ) Subcontractor's Federal ID Number(if no Federal ID Number Owner/President's Social Security Number) Name of Equal Employment Officer - 1 - C. Remainder of program to be completed by party completing program,either Prime or Subcontractor. 1. The Owners and/or Principals of your company: Ethnic Name Address Position Sex Orm 2. Other Areas of Interest: If your company has branches or subsidiaries, or if your company is a branch or subsidiary of a parent organization,give the following information: 4 Type of Name Address Affiliation Degree II. EMPLOYER'S POLICY(Please read carefully.) A. We,the undersigned,recognize that we are morally and legally committed to nondiscrimination in ... employment. Any person who applies for employment with our company will not be discriminated against because of race, color, creed, sex, national origin, economic status, age, mental or physical handicap. B. The employment policies and practices of the undersigned are to recruit and hire employees without discrimination, and to treat them equally with respect to compensation and opportunities for advancement, including training,upgrading,promotion,and transfer. However,we realize the .. inequities associated with employment training, upgrading, contracting and subcontracting for _ minorities and women and we will direct our efforts to correcting any deficiencies to the maximum extent possible. The same will be required of our SUBCONTRACTORS and suU 1p iers. C. We submit this program to assure compliance with Executive Order 11246, as amended,and other subsequent orders that may pertain to equal employment opportunity and merit employment policies,fully realizing that our qualification and/or merit system should be evaluated and revised, if necessary. D. We agree to put forth the maximum effort to achieve full employment and utilization of capabilities and productivity of all our citizens without regard to race, creed, color, sex, national origin,economic status,age,and mental or physical handicap. will give training ` E. (Name of Company) and employment opportunities to local residents of Waterloo,Iowa,to the greatest extent feasible. r 1 a.. -2- �,, i 1 III. AFFIRMATIVE ACTION (Name of company) recognizes that the ~ effective application of a policy of merit employment involves more than just a policy statement, and (Name of Company) it will, therefore, re-evaluate our Affirmative Action Program to ensure that equal employment opportunities are available on the basis of individual merit, and to actively encourage minorities, women and local residents to seek employment with our company on this basis. B. (Name of Company) will undertake the following six(6)steps to improve our Affirmative Action Program: 1. Minority Recruitment and Employment; 2. Local Recruitment and Employment; 3. Disabled Veteran and Vietnam Era Veteran Recruitment and Employment; 4. Handicapped Recruitment and Employment; 5. Female Recruitment and Employment;and 6. Training,Upgrading and Promotional Opportunities. C. +.. (Name of Company) will take whatever steps are necessary to ensure that our total work force has adequate minority, female, and local representation. We will utilize the following methods in our recruitment attempts: I. Local advertising media(newspapers,radio,TV); 2. Community organizations(churches,clubs,schools); I 3. Public and private institutions in the area(UNI,Hawkeye Community College); 4. Job Service of Iowa;and 5. Other. D.1 { i (Name of Company) will seek qualified minority, ifemale, and local group applicants for all job categories and will make asserted efforts to increase minority, female and group representation in occupations at the higher levels or skill and responsibility. E. All sources of employment used shall be aware that we are an Equal Employment Opportunity Employer. Labor organizations representing our employees will be notified of our Equal Employment Opportunity Policy and Affirmative Action Program. F. Training,upgrading,promotion and transfer activities at all levels will be monitored to ensure that full consideration has been given to qualified minority,female,and local group employees. i i 1 � i i f R -3- I L G. will encourage other (Name of Company) companies with whom we are associated and/or do business, to do the same and we will assist them in their efforts. has taken the following H. (Name of Company) Affirmative Action to ensure that minority, female, local contractors and/or suppliers were provided opportunities to negotiate and/or bid on this project:(if none,write"NONE") 1. t 2. ... I. As a result of the above efforts, we have involved minority, female, and local contractors and/or _ suppliers in the following areas of subcontracting: (if none,write"NONE") 1. 2. �,• J will require approved (Name of Company) a► Affirmative Action Programs from all nonexempt contractors who propose to work on this project and will take whatever steps are necessary to ensure that non-minority contractors have adequate representation of minority,female and local persons in their total work force. K. In further accordance with rules and guidelines issued pursuant to Executive Order 11246 as amended, we establish the goals for our company, based on parity percentages supplied by the City,and we realize these goals will be reviewed on an annual basis. L will keep records of _ (Name of Company) specific actions relative to recruitment, employment, training, upgrading and promotion and will provide the City of Waterloo with any information relative to same, including activities of our SUBCONTRACTORS and suppliers as necessary or when requested. M. Parity figures for companies located in Waterloo are as follows: Minority Parity=.08(8%) ` Affirmative Action N. (Name of Company) Employment Goals: The definition of Affirmative Action Goals is as follows: Goals may not be rigid and inflexible quotas which must be met,but must be gets reasonably attainable by means of applying eve good faith effort to make all aspects of the entire Affirmative Action Program work." For the year 20_,please submit percentage targets for employing minorities and women. If you already have reached your target for hiring minorities and women,please submit that percentage. -4- ti., We hereby certify that we are in compliance with all City and Federal Affirmative Action Regulations and agree to accept all liability for failure to comply. Respectfully submitted, By: Company Executive Date By: Equal Employment Opportunity Officer Y Date City of Waterloo Affirmative Action Officer Approved Disapproved Reason: By: Date: rt -7- 1 DESCRIPTION OF JOB CATEGORIES �- 1• Officials/Mana er: Occupations in which employees set broad policies, exercise overall responsibility for ...execution of all policies, or direct individual departments or special phases of the agency's operations or provide specialized consultation on a regional, district or area basis. Includes: department heads, bureau chiefs, division chiefs, directors, deputy directors, controllers, examiners, wardens, superintendents, unit supervisors,sheriffs,police and fire chiefs and inspectors and kindred workers. 2. Professionals: Occupations which require specialized and theoretical knowledge which is usually required through college training or thorough work experience and other training which provides comparable �.knowledge. Includes: personnel and labor relations workers, social workers, doctors, psychologists, registered nurses,economists,dietitians, lawyers, system analysts,accountants, engineers, employment and vocational rehabilitation counselors, teachers or instructors, police and fire captains lieutenants kindred workers. ns an eutenants and .� 3. Technicians: Occupations which require a combination of basic scientific or technical knowledge and manual skill which can be obtained through specialized post-secondary school education and through .. equivalent on-the-job training. Includes: computer programmers and operations, draftsmen, surveyors, licensed practical nurses, photographs, radio operators, technical illustrators, police and fire sergeants and kindred workers. 4. Office/Clerical: Workers are responsible for internal and external communication,recording and retrieval of data and/or information and other paper work required in an office. Includes: bookkeepers,messengers, office machine operators, clerk-typists, stenographers, court transcribers, hearing reporters, statistical .. clerks,dispatchers,license distributors,payroll clerks and kindred workers. 5. Skilled Craft Workers: Workers perform jobs which require special manual skill and a thorough and comprehensive knowledge of the processes involved in the work which is acquired through on-the-job training programs. Includes: Mechanics and repairman, electricians, heavy equipment operators, stationary engineers, skilled machine occupations, carpenters, compositors and typesetters and kindred workers. 6. Sales Workers: Occupations engaging wholly and primarily in direct selling. Includes: advertising agents and salesman, insurance agents and brokers, real estate agents and brokers, stock and bond salesmen, demonstrators, salesmen and sales clerks, grocery clerks and cashier checkers, and kindred workers. 7. Operatives (semi-skilled): Workers who operate machine or processing equipment or perform other factory-type duties of intermediate skill level which can be mastered in a few weeks and require only limited training. Includes: apprentices (auto mechanics),plumbers, building trades, metal working trades, bricklayers, carpenters, electricians, machinists, mechanics, printing trades, etc., operatives, attendants (auto service and parking), plasterers, chauffeurs, deliverymen and furnacemen, heaters (metal), laundry and dry cleaning operatives,milliners,mine operatives and laborers,motormen,oilers and greasers,(except auto painters), (except construction and maintenance), photographic process workers, stationary fireman, truck and tractor drivers,weavers,(textile),welders and flame cutters and kindred workers. -8- i •dft I 8. Laborers (unskilled): Workers in manual occupations which generally require no special training. Perform elementary duties that may be learned in few days and require the application of little or no i independent judgment. Includes: garage laborers, car washers and greasers, gardeners (except farm) and groundskeepers, longshoremen, and stevedores, lumbermen, raftsmen and woodchoppers, laborers performing lifting,digging,mixing,loading and pulling operations and kindred workers. 9. Apprentices: Persons employed in a program including work training and related instruction to learn a trade or craft which is traditionally an apprenticeship,regardless of whether the program is registered with a Federal or State agency. 10. Trainees (on-the-iob): Production, persons in formal training for craftsmen when not trained under apprentice programs--operative laborer,and service occupations. White Collar. . . persons engaged in formal training for clerical, managerial, professional, technical, sales, office and clerical occupations. 1 i , l -9- PAGE LEFT BLANK INTENTIONALLY 1 r 1 1.. r r i "1 ITEMS OF POTENTIAL MBEIWBE PARTICIPATION s NOTICE TO PROSPECTIVE BIDDERS: The following are items from the HANGAR NO. 4 IMPROVEMENTS(2020),project that have a potential for MBE/WBE Participation. This listing,however,is not intended to be all encompassing;to preclude MBE/WBE Contractors from bidding on any items of the Proposal as a Subcontractor or the entire Proposal as a Prime Contractor. All items are eligible for participation. NIBE/w'BE GOALS FOR THIS PROJECT IMPORTANT: Prime Contract Bidders should be aware that ten percent (10%) MBE goal and two percent (2%) WBE goal is attached to this project. "Certified Return Receipt"letters are no longer needed with the bid showing proof of contacting MBE or WBE Subcontractors,but the Pre- Bid Contact Information Form must be filled out completely. 1 City of Waterloo Contract Compliance Officer: Contract Compliance Officer Community Development Board Carnegie Annex,Suite 202 620 Mulberry Street Waterloo,Iowa 50703 Phone: (319)291-4429 �y mot a r+t f i y " MBE/WBE PARTICIPATION IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 M-1 of 6 SUBCONTRACTOR'S BID REQUEST FORM PRIME BIDDER'S LETTERHEAD Contract No.: Letting Date: .. I, (subcontractor's name),hereby attest that I have been solicited for a bid on(project name) in the area of(description of work and bid item no.). (Prime contractor)has informed me that if I am interested in bidding, a subcontracting bid proposal must be submitted to the company office by(date)and(time). Subcontractor's Company Name Date Subcontractor's Signature Date Prime Bidder's Signature �Ww MBE/WBE PARTICIPATION IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) _- AECOM 60614052 CONTRACT NO.21613 M-2 of 6 CERTIFIED MBE / WBE CONTRACTORS -- CITY OF WATERLOO, IOWA CONTRACT COMPLIANCE OFFICE Community Development Board -- Carnegie Annex, Suite 202 620 Mulberry Street Waterloo,Iowa 50703 City WEB Site: www.ci.waterloo.ia.us Contract Compliance WEB Site for listing updates: http://www.wplwloo.lib.ia.us/contractcomplianee/ Contact: Rudy Jones, Community Development Director Email: rudy.iones(a),waterloo-ia.or<L; Phone: (319) 291-4429 _ Fax: (319) 291-4431 MBE/WBE Certified Contractors List Page 1 of 4 CERTIFIED MBE CONTRACTORS CARTER ELECTRIC 725 Adams Street Waterloo, IA 50703 Phone: (319)232-9808 - Pager: (319)235-4021 Contact: Derrick Carter Specializing in: ELECTRICAL CONTRACTOR CULPEPPER ELECTRIC 1731 Cottage Grove Avenue Waterloo, IA 50707 Phone: (319)235-0885 Fax: (319)236-8177 Contact: Martin Culpepper Certified: City of Waterloo Certified MBE, Licensed Electrician Specializing in: ELECTRICAL CONTRACTOR DANIELS HOME IMPROVEMENT 339 Albany Street Waterloo, IA 50703 Phone: (319) 961-1659 Contact: Sammy Daniels Specializing in: ALL TYPES OF CONCRETE FLATWORK, POURED WALLS ALL TYPES, FOOTINGS, LIGHT DEMOLITION i.. D.C. CORPORATION 426 Beech Street Waterloo,IA 50703 ►.. Phone: (319)493-2542 FAX: (319)236-0515 Contact: Terry Phillips Certified: City of Waterloo Certified MBE, Iowa DOT, TSB Certified Specializing in: COMMERCIAL AND RESIDENTIAL DEMOLITION, CONCRETE PAVING, DRIVEWAYS, TRUCKING(ALL TYPES), GENERAL CONSTRUCTION i 1.. MBE/WBE Certified Contractors List Page 2 of 4 I I GREER'S WORKS 2003 Plainview Street Waterloo, IA 50703 Phone: (319) 233-4701 Contact: Willie Greer Specializing in: I DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION OLD GREER'S WORKS 2309 Springview Street Waterloo,IA 50707 4 Phone: (319)233-2150 Contact: David L. Greer, Sr. Specializing in: •�, ROOFING& GENERAL CONSTRUCTION i QUICK CONSTRUCTION 217 Bates Street i Waterloo, IA 50703 Phone: (319)215-4166 Contact: Leroy Harrington Specializing in: ALL TYPES OF CONCRETE FLATWORKAND GENERAL CONSTRUCTION D & D CONSTRUCTION 1124 West Donald Street Waterloo, IA 50703 Phone: (319) 961-4208 Contact: Darrell E. Caldwell, Sr. Specializing in: ROOFING AND GENERAL CONSTRUCTION E. CASTRO ROOFING 702 Riehl Street Waterloo, IA 50701 Phone: (319)215-5683 Contact: Emillio Castro -1 Specializing in: 4 ROOFING, SIDING, GENERAL CONSTRUCTION `1 f t MBE/WBE Certified Contractors List Page 3 of 4 A CERTIFIED WBE CONTRACTORS ATLAS PAINTING, INC.* 911 Sycamore Street P.O.BOX 65 Waterloo, IA 50704 Phone: (319) 232-9164 Specializing in: COMMERCIAL AND IND USTRIAL PAINTING WATCO CONSTRUCTION, INC.* 2920 Texas Street - Waterloo, IA 50702 Phone: (319)233-7481 Certified: City of Waterloo WBE Contact: Patricia J.Kimball Specializing in: ' STORM SEWER, INLETS, DRAIN TILE, WATER MAIN, SANITARY SEWER, INTAKE STRUCTURES PETERMAN & HAES CARPET ONE* 4003 University Waterloo,IA 50701 Phone: (319) 233-6131 Fax: (319) 233-6133 Certified: City of Waterloo WBE �- Email: JR11486gcfu.net Contact: Carol Reese Specializing in: FLOOR COVERING *DENOTES WOMEN BUSINESS ENTERPRISE MBE/WBE Certified Contractors List Page 4 of 4 1 STATEMENT OF BIDDER'S QUALIFICATIONS (To be submitted by the Bidder only upon the specific request of the City of Waterloo,Iowa.) --. All questions must be answered and the date given must be clear and comprehensive. This stateme nt must be ' notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. I• Name of bidder. 2• Permanent main office address. 3• When organized. 4. If a corporation,when incorporated. 5. How many years have you been engaged in the contracting business under your present firm or trade name? •.. 6• Contracts on hand: (Schedule these, showin of completion.) g amo unt of each contract and the appropriate anticipated dates v 7• General character of work performed by your company. 8. Have you ever failed to complete any work awarded to you? If so,where and why? W` 9. Have you ever defaulted on a contract? If so,where and why? i 10. List the more important projects recently completed by your company, stating the approximate cost fo each,and the month and year completed. r t 11. List your major equipment available for this contract. 12• Experience in construction work similar in importance to this project. { 13. Background and experience of the principal members of your organization, including the officers. 14. Credit available: $ 15. Give bank reference: 16. Will you,upon request,fill out a detailed financial statement and furnish any other information that may be required by the City of Waterloo,Iowa? i i STATEMENT OF BIDDER'S QUALIFICATIONS AECOM 60614052 IDOT CS VI 9I200AL0200 CONTRACT NO.21613 Hangar No.4 Improvements(2020) ! SBQ-I of any ny on 17, The undersigned herebyauthorizes aterloo,and requests verification of therrecorporation i als tcomprisings his Statement of requested by the City Bidder's Qualifications. ' this day of 20— Dated at i (Name of Bidder) By: Title: State of ) ss: County of � being duly sworn deposes and says that he is of (Name of Organization) and that the answers to the foregoing questions and all statements therein contained are true and correct. tAW L Subscribed and sworn to before me this day of '20_ 4 Notary Public My commission expires 4 L low k L Hangar No.4Improvements(2020) STATEMENT OF BIDDER'S QUALIFICATIONS IDOT CSVI 9I200AL0200 SBQ-2 of 2 f AECOM 60614052 CONTRACT NO.21613 Exhibit A CONTRACT PROVISION Targeted Small Business (TSB) Affirmative Action Responsibilities on Non-Federal Aid Projects(Third-Party State-Assisted Projects) May 2017 CONTRACT PROVISION Targeted Small Business(TSB)Affirmative Action Responsibilities on Non-Federal-aid Projects(Third-party State-Assisted Projects) -- 1. TSB DEFINITION A TSB is a small business, as defined by Iowa Code Section 15.102(10), which is 51% or more owned, operated and actively managed by one or more women, minority persons, service-disabled veterans or persons with a disability provided the business meets all of the following requirements: is located in this state, is operated for profit and has an annual gross income of less than 4 million dollars computed as an average of the three preceding fiscal years. 2. TSB REQUIREMENTS In all State-assisted projects made available through the Iowa Department of Transportation, local governments have certain affirmative action requirements to encourage and increase participation of disadvantaged individuals in business enterprises. These requirements are based on Iowa Code Section 19B.7. These requirements supersede all existing TSB regulations, orders, circulars and administrative requirements. 3. TSB DIRECTORY INFORMATION Available from: Iowa Economic Development Authority Targeted Small Business Certification Program 200 East Grand Avenue Des Moines, IA 50309 Phone: 515-725-3132 Website: httos://www.iowa-gov/tsb/index.php/home 4. THE CONTRACTOR'S TSB POLICY The contractor is expected to promote participation of disadvantaged business enterprises as suppliers, manufactures and subcontractors through a continuous, positive, result-oriented program. Therefore,the contractor's TSB policy shall be: It is the policy of this firm that Targeted Small Business (TSB) concerns shall have the maximum practical opportunity to participate in contracts funded with State-assisted funds which are administered by this firm (e.g. suppliers, manufactures and subcontractors). The purpose of our policy participation in contracting opportunities made available by State-assisted prog amscourage and increase the TSB 5. CONTRACTOR SHALL APPOINTAN EQUAL EMPLOYMENT OPPORTUNITY(EEO)OFFICER The contractor shall designate a responsible person to serve as TSB officer to fulfill the contractors affirmative action responsibilities. This person shall have the necessary statistics, funding, authority and responsibility to carry out and enforce the firm's EEO policy. The EEO officer shall be responsible for developing, managing and implementing the program on a day-to-day basis. The officer shall also.- A. For current TSB information, contact the Iowa Economic Development Authority (515-725-3132)to identify potential material suppliers,manufactures and contractors. B. Make every reasonable effort to involve TSBs by soliciting quotations from them and incorporating them into the firm's bid. C. Make every reasonable effort to establish systematic written and verbal contact with those TSBs having the materials or expertise to perform the work to be subcontracted, at least two weeks prior to the time quotations are to be submitted. Maintain complete records of negotiation efforts. D. Provide or arrange for assistance to TSBs in seeking bonding, analyzing plans/specifications or other actions that can be viewed as technical assistance. Page 1 TSB Affirmative Action Responsibilities A. Ensure the scheduled progress payments are made to TSBs as agreed in subcontract agreements. B. Require all subcontractors and material suppliers to comply with all contract equal opportunity and affirmative action provisions. 6. COUNTING TSBs PARTICIPATION ON A PROJECT TSBs are to assume actual and contractual responsibilities for provision of materials/supplies, subcontracted work or other commercially useful function. A. The bidder may count: (1) Planned expenditures for materials/supplies to be obtained from TSB suppliers and manufacturers; or (2) Work to be subcontracted to a TSB; or (3) Any other commercially useful function. B. The contractor may count: (1) 100%of an expenditure to a TSB manufacturer that produces/supplies goods manufactured from _ raw materials. (2) 60%of an expenditure to TSB suppliers that are not manufacturers; provided the suppliers perform a commercially useful function in the supply process. (3) Only those expenditures to TSBs that perform a commercially useful function in the work of a contract, including those as a subcontractor. (4) Work the Contracting Authority has determined that it involves a commercially usefulfunction. The — TSB must have a necessary and useful role in the transaction of a kind forwhich there is a market outside the context of the TSB program. For example, leasing equipment or purchasing materials from the prime contractor would not count. 7, REQUIRED DATA, DOCUMENTS AND CONTRACTAWARD PROCEDURES FROM BIDDERS/CONTRACTORS FOR PROJECTS WITH ASSIGNED GOALS A. Bidders Bidders who fail to demonstrate reasonable positive efforts may be declared ineligible to be awarded the contract. Bidders shall complete the bidding documents plus a separate form called "TSB Pre-Bid Contact _ Information". This form includes: (1) Name(s)of the TSB(s)contacted regarding subcontractableltems. — (2) Date ofthe contract. (3) Whether or not a TSB bid/quotation was received. (4) Whether or not the TSB's bid/quotation was used. (g) The dollar amount proposed to be subcontracted. B. Contractors Using Quotes From TSBs Use those TSBs whose quotes are listed in the"Quotation Used in Bid" column along with a"yes" indicated _ on the Pre-bid Contact Information form. Page 2 Y A Contractors NOT Using Quotes From TSBs If there are no TSBs listed on the Pre-bid Contract Information form, then the contractor shall document all efforts made to include TSB participation in this project by documenting the following- (1) What pre-solicitation or pre-bid meetings scheduled by the contracting authority were attended? (2) Which general news circulation, trade associations and/or minority-focused media were advertised concerning the subcontracting opportunities? -- (3) Were written notices sent to TSBs that TSBs were being solicited and was sufficient time allowed for the TSBs to participate effectively? (4) Were initial solicitations of interested TSBs followed up? (5) Were TSBs provided with adequate information about the plans, specifications and requirements of the contract? (6) Were interested TSBs negotiated with in good faith? If TSB was rejected as unqualified, was the decision based on an investigation of their capabilities? (7) Were interested TSBs assisted in obtaining bonding, lines of credit or insurance required by the contractor? (8) Were services used of minority community organization, minority contractors'groups; local, State and Federal minority business assistance offices or any other organization providing such assistance. The above documentation shall remain in the contractor's files fora period of three(3)years after the completion of the project and be available for examination by the IowaEconomic Development Authority. 8. POSITIVE EFFORT DOCUMENTATION WHEN NO GOALS ARE ASSIGNED Contractors are also required to make positive efforts in utilizing TSBs on all State-assisted projects which are not assigned goals. Form "TSB Pre-bid Contact Information"is required to be submitted with bids on all projects. If there is no TSB participation, then the contractor shall comply with section 7C. of this document prior to the contract award. 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U M UTILIZATION OF TARGETED SMALL BUSINESS (TSB) ENTERPRISES ON NON-FEDERAL AID PROJECTS (THIRD-PARTY STATE-ASSISTED PROJECTS) In accordance with Iowa Code Section 19B.7, it is the policy of the Iowa Department of Transportation (Iowa DOT) that Targeted SmafI Business (TSB) enterprises shall have the maximum practicable opportunity to participate in the performance of contracts financed in whole or part with State funds. Under this policy the Recipient shall be responsible to make a positive effort to solicit bids or proposals from TSB firms and to utilize TSB firms as contractors or consultants. The Recipient shall also ensure that the contractors or consultants make positive efforts to utilize TSB firms as subcontractors, subconsultants, suppliers, or participants in the work covered by this agreement. The Recipient's"positive efforts"shall include, but not be limited to: 1. Obtaining the names of qualified TSB firms from the Iowa Economic Development Authority(515-725-3132)or from its website at: https://www.iowa.govltsb/index.php/home. 2. Notifying qualified TSB firms of proposed projects involving State funding. Notification should be made in sufficient time to allow the TSB firms to participate effectively in the bidding or request for proposal (RFP)process. 3. Soliciting bids or proposals from qualified TSB firms on each project, and identifying for TSB firms the availability of subcontract work. 4. Considering establishment of a percentage goal for TSB participation in each contract that is a part of this project and for which State funds will be used. Contract goals may vary depending on the type of project, the subcontracting opportunities available, the type of service or supplies needed for the project, and the availability of qualified TSB firms in the area. 5. For construction contracts: a) Including in the bid proposals a contract provision titled"TSB Affirmative Action Responsibilities on Non-Federal Aid Projects (Third-Party State-Assisted Projects)"or a similar document developed by the Recipient. This contract provision is available on-line at: http://www.dot.state,ia.us/local_Systems/publications/tsb contract_provision,pdf b) Ensuring that the awarded contractor has and shall follow the contract provisions. 6. For consultant contracts: a) Identifying the TSB goal in the Request for Proposal (RFP), if one has been set. b) Ensuring that the selected consultant made a positive effort to meet the established TSB goal, if any. This should include obtaining documentation from the consultant that includes a list of TSB firms contacted;a list of TSB firms that responded with a subcontract proposal; and, if the consultant does not propose to use a TSB firm that submitted a subcontract proposal, an explanation why such a TSB firm will not be used. The Recipient shall provide the Iowa DOT the following documentation: 1. Copies of correspondence and replies, and written notes of personal and/or telephone contacts with any TSB firms. Such documentation can be used to demonstrate the Recipient's positive efforts and it should be placed in the general project file. 2. Bidding proposals or RFPs noting established TSB goals, if any. 3. The attached"Checklist and Certification." This form shall be filled out upon completion of each project and forwarded to: Iowa Department of Transportation, Civil Rights Coordinator, Office of Employee Services, 800 Lincoln Way, Ames, fA 50010. Page 5 CHECKLIST AND CERTIFICATION For the Utilization of Targeted Small Businesses (TSB) On Non-Federal-aid Projects (Third-Party State-Assisted Projects) Recipient: Project Number: County: Agreement Number: _ Z. Were the names of qualified TSB firms obtained from the Iowa Department of Inspections and Appeals? ❑YES ❑ N( If no, explain 2. Were qualified TSB firms notified of project? ❑YES ❑ NO If yes, by ❑ letter, ❑telephone, ❑ personal contact, or ❑ other(specify) If no, explain 3. Were bids or proposals solicited from qualified TSB firms? ❑YES -i NO If no, explain 4. Was a goal or percentage established for TSB participation? ❑ YES ❑ NO If yes, what was the goal or percentage? If no, explain why not: -- 5. Did the prime contractor or consultant use positive efforts to utilize TSB firms on subcontracts? ❑YES L, NO If no, what action was taken by Recipient? Is documentation in files? ❑ YES ❑ NO T 6. What was the dollar amount reimbursed to the Recipient from the Iowa Department of Transportation? $ What was the final project cost? $ _ What was the dollar amount performed by TSB firms? $ Name(s) and address(es) of the TSB firm(s) (Use additional sheets if necessary) _ Was the goal or percentage achieved? n YES ❑ NO If no, explain As the duly authorized representative of the Recipient, I hereby certify that the Recipient used positive efforts to utilize TSB _ firms as participants in the State-assisted contracts associated with this project. Title Signature Page 6 GENERAL SPECIAL PROVISIONS 1• SCOPE OF WORK The work covered by this contract consists of furnishing all labor,equipment, and materials and performing all operations, in connection with the HANGAR NO. 4 IMPROVEMENTS (2020), in accordance with these specifications. The specifications are dated May 11, 2020. They have the general title of HANGAR NO. 4 IMPROVEMENTS(2020). The Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, Series of 2015, are to be used, along with the special provisions described herein, and shall be considered as part of the contract documents. -� 2. CONFLICTING SPECIFICATIONS All requirements of other specifications contained in the contract documents which conflict with the provisions of the special provisions will be considered void. 3. DUMPING AREAS -r Excess material resulting from construction operations shall be hauled to the County Landfill or other area secured by the contractor and approved by the City Engineer. Rubble, rubbish, trees, brush, and other unsuitable backfill material,as designated by the City Engineer,shall be hauled to the County Landfill. All Landfill charges are to be considered incidental to the contract and are the responsibility of the contractor. I 4. CONSTRUCTION DAMAGE I —y The Contractor shall exercise care during construction operations to ensure the safety and protection to existing features located near or within the limits of construction. Damage caused by negligence or poor workmanship,as determined by the Engineer,shall be considered the Contractor's responsibility. 5. REMOVED MATERIALS All materials removed as part of this Contract shall remain the property of the City unless the City .� determines that the materials are not salvageable and the City does not want to retain ownership of the materials. Materials designated in the field by the Engineer as nonsalvageable shall be hauled and disposed of by the Contractor at no cost to the City. All other materials shall be transported to locations as directed by the Engineer. No separate measurement or payment will be made for hauling or disposing of removed materials and it shall be considered incidental to applicable items. 6. OVERHAUL Overhaul will not be paid for "surplus material" obtained from any of the items of construction under this contract. The cost of overhaul will be considered as incidental to the items to which it applies. 7. PAY ITEMS All pay items are listed in the proposal and shall include the purchase of all materials, delivery of these .� materials, and furnishing all labor, plant, and miscellaneous work needed to make the item complete. All such cost shall be incidental to the proposed item to which it applies and shall not be considered for separate payment. GENERAL SPECIAL PROVISIONS IDOT CSVI 9I200AL0200 AECOM 60614052 CONTRACT NO.21613 Hangar No.4 Improvements(2020) GSP-1 of I tow g. BREAKDOWN OF LUMP SUM CONTRACT PRICE ITEMS 1.. The Contractor shall, immediately upon execution and delivery of the contract,before the first estimate for payment is made,deliver to the City Engineer a detailed estimate giving a complete breakdown of the lump sum contract prices. The submitted breakdown shall be approved by the City Engineer prior to any payment of any lump sum price item. 9. PERMISSION TO HAUL OVER STREETS RAILROADS AND HIGHWAYS �. from the proper authorities,permission or permit which may be The Contractor will be required to secure, required to haul over streets, highways, railroads or private property, and any hauling operations of the Contractor shall be subject to the requirements of such permits, permission, and to all applicable regulations, laws, and ordinances governing hauling and movement of equipment over streets, railroads, highways, and private property. Any costs or inconvenience caused by obtaining any necessary permits or permission shall be considered completely covered by the price bid for the items in the proposal. 10. CONSTRUCTION SCHEDULING The Engineer shall approve Contractor's work schedule prior to starting. All revisions shall also be approved. The Engineer may change the schedule to accommodate changing construction conditions. The Contractor shall coordinate the work under this contract with contractors performing work under other contracts,which may be performed concurrently. The Contractor shall be responsible to notify the Police, Fire, Street, and Engineering Departments of the closing and opening of streets. The Contractor shall commence work within ten (10) days after receipt of the "Notice to Proceed" and diligently execute the work of the contract to completion. r.. 11. PRE-CONSTRUCTION CONFERENCE Before any work is started, the Contractor shall arrange with the Engineer to hold a pre-construction r. conference for the purpose of discussing the contract. 12. UNDERGROUND UTILITIES ~' It is the responsibility of the Contractor to obtain the location of gas lines,water lines, electric, telephone, and cable television cables or wires from the various utility companies and the City electrician before starting any excavation. The Contractor shall be responsible for any damage to any underground utilities. �• The Contractor shall expose those utilities indicated on the plans so that elevations may be determined before beginning construction. This work shall be considered incidental to other items of work. �.. If the Contractor believes that additional costs have been incurred due to a utility being improperly located, the resolution of the additional costs incurred shall be made between the contractor and the respective j utility company. �... 13. SAFETY OF WORKERS AND PUBLIC The Contractor shall, at all times, take necessary precautions to protect the life and health of all persons employed on this project and the public. He shall provide necessary safety devices and safeguards in accordance with latest and best accident prevention practices. All such protection shall be furnished to employees without cost. No direct measurement of payment shall be made for this protection but shall be considered incidental to other items of work. The public shall be kept outside of any work area. IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) GENERAL SPECIAL PROVISIONS GSP-2 of 5 AECOM 60614052 CONTRACT NO.21613 i 14. WORKING ON SATURDAYS SUNDAYS AND LEGAL HOLIDAYS The Contractor shall notify the Engineer in writing forty-eight(48)hours in advance if work on Saturday is planned. By noon the Friday before the planned Saturday work,the Contractor shall confirm the Saturday work schedule with the project inspector. Work on Sunday requires prior approval of the Engineer in accordance with the Waterloo Standard Specifications. The Contractor shall not work the following days in 2019 due to City Holidays: Friday,July 3,2020-Independence Day Monday, September 7,2020-Labor Day 15. ACCESS TO SITE. Access to the work shall be limited to those gates and routes indicated on the plans. All areas used by the Contractor either for access or for construction operations shall be repaired by he Contractor after completion of the Contract work to restore such areas to essentially their original condition. All unsurfaced roads used by the Contractor shall be watered regularly by the Contractor to reduce dust. All surfaced roads, streets, or airport pavement used by the Contractor for access or hauling shall be swept at least daily or as directed by the Engineer. All damage to surfaced roads used by the Contractor shall be f repaired to original condition or better at no cost to the Owner. --� The Contractor shall be solely responsible for security at those airport property entrance gates assigned to his use. At all times gates are unlocked the Contractor shall provide a full-time guard who shall: L Allow entry onto airport property of only those persons authorized, carrying proper identification, and previously registered with the Airport Security Office as Contractor's personnel, supplier, subcontractor or other party in connection with the work. --, 2. Keep a log of all vehicles and persons entering and leaving through the gate under his control. 3. Report immediately to the Airport Office any unauthorized entry into the airport. 16. INSPECTION OF THE SITE. Contractor shall inspect the construction site and the area of work in general and familiarize himself with existing conditions. --, Bidders shall arrange an individual site visit prior to Bidding by contacting the Airport Director at (319) 291-4483. 17. SECURITY REQUIREMENTS. Contractor's supervisory employees shall obtain Security Clearance prior to having access to any area on the Airport within the limits of the perimeter fence (the 8' and 10' chain link fence). Other contractor employees who have a need for access to a work area on the Airport must be escorted by an employee with current Security Clearance. The Security-Cleared employee shall ..� have no more than 10 employees under his/her direct supervision. This employee shall be in direct contact and control of and be responsible for all employees under his/her supervision at all times. The procedure for a Contractor's employee to obtain Security Clearance is as follows. -� a. Obtain fingerprint form from the Airport Administration. Provide data on the fingerprint form and take it to the Waterloo Police Department office in City Hall. Fingerprinting will be conducted by the Waterloo Police Department. Return the completed fingerprint form to the Airport Administration. •., The cost of fingerprinting at the Waterloo Police Department is $10.00 per person to be paid at time of fingerprinting. b. The completed fingerprint form that has been returned to the Airport Administration will be forwarded for a criminal background check. GENERAL SPECIAL PROVISIONS AECOM 60614052 MOT CS VI T NO. 1613 Hangar No.4 Improvements(2020) CONTRACT N0.21613 GSP-3 of 5 C. After the background check is completed, which takes approximately 7-10 days, Airport Administration will issue approval notice of unescorted access to the airfield. d. Prior to access to the airfield, the person(s) are required to attend a Driver Training Program at the airport. This program takes approximately two(2)hours to complete. e. In addition to the cost of fingerprinting, a non-refundable paymentidue to the Waterloo Regional Airport � for each Airport Security Clearance Request. This payment when the completed fingerprint form is returned to Airport Administration. Each company or agency must provide the Airport Administration with a list of individuals who have or are — requesting Airport Security Clearance. 18. WORK AREA. The Contractor's operations, including storage of materials upon the site, shall be �.. confined to authorized or approved areas. No unauthorized or unwarranted entry upon,or passage through, or storage of materials shall be made upon other airport premises. Temporary buildings, storage sheds, shops and office, etc., may be erected by the Contractor only with the prior approval of the Engineer and shall be built with labor and materials furnished by the Contractor without expense to the airport. Such temporary buildings and utilities shall remain the property of the Contractor and shall be removed by him, at his expense,after the completion of the work. 19. CLEANUP OF PROJECT SITE. The Contractor shall at all times keep the site of the work and adjacent premises as free from materials, debris, rubbish and trash as practicable, and shall remove same from any portion of the site if, in the opinion of the Owner, such materials, debris, rubbish or trash constitute a nuisance or are objectionable in any way to the public. The Contractor shall be responsible for the removal of dirt accumulation or any other debris on pavements resulting from the Contractor's operations on the work. At the completion of the work the Contractor shall remove all materials, implements, barricades, equipment, staging,piling, falsework, debris and rubbish connected with or caused by operations for such work immediately upon the completion of that work and shall leave the premises in perfect condition der this Contract. Fires for disposal of rubbish on the site are prohibited. insofar as affected by the work un At the end of each day,the project site shall be inspected and cleaned of construction debris and trash. The project site shall be inspected by air operations prior to opening area to aircraft. _ All cleaning shall be accomplished by a street sweeper or power broom to remove debris. Prior to sweeping,the area shall be cleaned of large debris,concrete,mud,etc.,with an end loader. If the Contractor should fail to clean up the premises as required above, the Owner after giving the chaContractor one (1)hour notice,may that the cd so chargerwil be$200 00 per hour. ge the cost thereof to e Contractor. The Airport and ` and the Contractor hereby agree 20. TEMPORARY TOILETS. The Contractor shall provide and maintain temporary sanitary facilities as necessary for use of workmen. All facilities must be in compliance with statutory sanitation requirements. a 21. CONTRACTOR COMMUNICATION. The Contractor shall provide a telephone, pager, etc., on the t project site to enable communication between the Contractor and the Engineer or Airport personnel. The Contractor shall have a 24-hour contact person for after-construction-hours communication. This person shall be contacted in case of an emergency on the project site. 4 L MOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) GENERAL.SPECIAL PROVISIONS GSP-4 of 5 AECOM 60614052 CONTRACT NO.21613 22. CONVICT LABOR. No convict labor may be employed under this contract. 23. CONSTRUCTION ACCESS ROUTE. See Appendix. 24. SITE PLAN. See Appendix. "1 r i l 1 1 1 I GENERAL SPECIAL PROVISIONS IDOT CSVI 91200AL0200 "1 AECOM 60614052 Hangar No.4 Improvements(2020) CONTRACT NO.21613 GSP-5 of 5 I PAGE LEFT BLANK INTENTIONALLY %aw h 4 i i I L 1 L. SPECIAL PROVISIONS 1• LIQUIDATED DAMAGES Time is an essential element of this contract. It is important that the work be diligently pursued to completion. If the work is not completed within the specified contract period, plus authorized extensions, ^ the Contractor shall pay to the City Liquidated Damages in the amount of$500.00 per day, for each day, as further described herein,in excess of the authorized time. ^ Days beyond the specified completion date for which Liquidated Damages will be charged will be working days that the Contractor does or could have worked from Monday through Saturday. Sundays will be counted only if work is performed. Partial working days will be considered as a fu11 working day. Days not chargeable for Liquidated Damages will include rain days, Sundays, if no work is done, and legal holidays. g i Working days will cease to be charged when only punch list items remain to be completed. Punch list items do not include contract bid items or approved change/extra work orders. When the Contractor believes the project to be substantially completed, a written notice stating the same i shall be submitted to the Engineer and a request made for a Punch List. If the work under the Contract extends beyond the normal construction season for such work, the Contractor shall submit to the Engineer in writing a request that working days counted toward the project be suspended until work is resumed the i following construction season. This amount is not construed as a penalty. These damages are for the cost to the City of providing the required additional inspection,engineering and contract administration. 2. PERCENT OF CONTRACT TO BE PERFORMED BY PRIME CONTRACTOR The prime contractor shall be required to perform at least 35 percent of the total contract amount of the project. 3• SHOP DRAWINGS CERTIFICATES AND EQUIPMENT LISTS -� A. Submission of Drawings: 1• The Contractor shall submit to the Engineer all shop drawings and equipment drawings -� or lists as called for in the contract documents or as requested by the Engineer. Drawings and listings shall be complete and shall contain all required detail information conveyed according to the latest recommended standards for detailing. 2. The Contractor shall make any corrections required by the Engineer and submit the revised shop or equipment drawings or listings for review.After review by the Engineer, the shop or equipment drawings or listings will be so marked, dated, signed b the -� Engineer,and forwarded to the Contractor for reproduction and distribution. y ` B. Submission of Equipment Lists: If requested in the contract documents, as soon as practicable after award of contract and before any items of material or equipment are purchased, the Contractor shall submit to the Engineer for review a complete list of the principal fixtures and equipment to be —� incorporated into the work. 2. The Contractor shall also submit applicable brochures, technical data, catalogs, cuts, diagrams, manufacturer's drawings and installation instructions, samples if required, and SPECIAL PROVISIONS 020 IDOT CSVI 9I200AL0 AECOM 60614052 CONTRACT NO. 020 Hangar No.4 Improvements(2020) SP-I of 4 other descriptive data including the complete description, trade name, model number, type,size,and rating. C. Engineer's Review: 6. 1. Review by the Engineer shall not be construed as a complete check but will indicate only that the general method of construction and detail is satisfactory. The Engineer assumes no responsibility for errors in dimensions in the shop drawings and assumes the Contractor will use material complying with requirements of the contract documents or, where not specified,those of sound and reasonable quality, and will erect the subjects of such shop drawings according to recognized standards of first quality work or, when specified,according to standards of the contract documents. 2. Any work done or material ordered by the Contractor prior to review by the Engineer shall be at the Contractor's risk. �• D. ENGINEER'S ACTION ON SUBMITTALS 1 1. General: a. Except for submittals for record and similar purposes, where action and return on submittals required or requested, ENGINEER will review each submittal, mark with appropriate action, and return. Where submittal must be held for coordination, ENGINEER will so advise CONTRACTOR without delay. b. ENGINEER will stamp each submittal with action stamp, appropriately marked with submittal action. 2. Notification of insufficient Information: a. If information submitted is not sufficient to complete review of submittal, ENGINEER will send transmittal to CONTRACTOR notifying CONTRACTOR that additional information is required. b. Submittal will not be returned. Submittal will be placed in an "on hold" status until �- CONTRACTOR provides additional information. 3. Action Stamp: a. Marking: No Exceptions Taken. 1) Final Unrestricted Release: Where submittals are marked as "No Exceptions Taken," �.. Work covered by submittal may proceed provided it complies with Contract Documents.Acceptance of Work depends on that compliance. b. Marking: Make Corrections Noted. 1) Final-But-Restricted Release: When submittals are marked as "Make Corrections Noted," Work covered by submittal may proceed provided it complies with 6- ENGINEER'S notations or corrections on submittal and with Contract Documents. Acceptance of Work depends on that compliance. Resubmittal is not required. i r.� L L IDOT CSVI 91200AL0200 Hangar No.4Improvements(2020) SPECIAL PROVISIONS SP-2 of 4 AECOM 60614052 CONTRACT NO.21613i 6- i c. Marking: Rejected. 1) Submittal Not Accepted: When submittals are marked as "Rejected," do not proceed with Work covered by submittal. Work covered by submittal does not comply with Contract Documents. 2) Prepare new submittal for different material or equipment supplier or different product line or material of same supplier complying with Contract Documents. d. Marking: Revise and Resubmit. 1) Returned for Resubmittal: When submittals are marked as "Revise and Resubmit,"do not proceed with Work covered by submittal. Do not permit Work covered by submittals to be used at Project site or elsewhere where Work is in progress. 2) Revise submittal or prepare new submittal in accordance with ENGINEER'S notations. Resubmit without delay. Repeat if required to obtain different action marking. 4• PROJECT RECORD DOCUMENTS A. Maintain at the project site one record copy of the drawings, project manual, addenda, change i orders and other modifications to contract, field orders or clarifications, shop drawings, field test i records,and associated permits. i "+ B. Provide one marked up set of drawings to Engineer at substantial completion for use in preparation of record drawings. C. Maintain record documents in clean dry, legible condition and in good order. Do not use record documents for construction purposes. Make record documents available for inspection by Engineer. — 5• BUILDING PERMITS Contractor shall be required to obtain all necessary building permits from the City of Waterloo Building i Department. All costs for permits shall be the responsibility of the Contractor. 6• STANDARD SPECIFICATIONS i .-, The Standard Specifications,which are referenced in the contract documents,are designated as follows: WATERLOO STANDARD SPECIFICATIONS - Standard Specifications for Municipal Public Works Construction,City of Waterloo,Iowa." i aI 7• SPECIAL PROVISIONS i Standard Specifications are amended by the following additions. These are Special Provisions and shall prevail over those published in the Standard Specifications. Section 09 68 00-Carpeting 8. AIRPORT SECURITY REQUIREMENTS Contractor's supervisory employees shall obtain Security Clearance prior to having access to any area on the Airport within the limits of the perimeter fence (the 8' and 10' chain link fence). Other contractor employees who have a need for access to a work area on the Airport must be escorted by an employee with current Security Clearance. The Security-Cleared employee shall have no more than 10 employees under his/her direct supervision. This employee shall be in direct contact and control of and be responsible for all SPECIAL PROVISIONS MOT CSVI 91200AL0200 AECOM 60614052 Hangar No.4 Improvements(2020) CONTRACT NO.21613 SP-3 of 4 employees under his/her supervision at all times. The procedure for a Contractor's employee to obtain Security Clearance is as follows. a. Obtain fingerprint form from the Airport Administration. Provide data on the fingerprint form and 1 6— take it to the Waterloo Police Department office in City Hall. Fingerprinting will be conducted by the Waterloo Police Department. Return the completed fingerprint form to the Airport Administration. The cost of fingerprinting at the Waterloo Police Department is$10.00 per person to be paid at time of fingerprinting. b. The completed fingerprint form that has been returned to the Airport Administration will be forwarded for a criminal background check. �. c. After the background check is completed, which takes approximately 7-10 days, Airport Administration will issue approval notice of unescorted access to the airfield. d. Prior to access to the airfield, the person(s) are required to attend a Driver Training Program at the airport. This program takes approximately two(2)hours to complete. e. In addition to the cost of fingerprinting, a non-refundable payment in the amount of$100 is required �- for each Airport Security Clearance Request. This payment is due to the Waterloo Regional Airport when the completed fingerprint form is returned to Airport Administration. L Each company or agency must provide the Airport Administration with a list of individuals who have or are requesting Airport Security Clearance. 6. I i L I L 1 L L L k � L Is MOT CSVI 9I200ALO200 Hangar No.4Improvements(2020) SPECIAL PROVISIONS SP-4 of 4 AECOM 60614052 CONTRACT NO.21613 SECTION 01330 SUBMITTALS PART 1 GENERAL, 1.01 SUMMARY A. Section Includes: I Procedural requirements for Work-related submittals including Construction Progress Schedules Shop Drawings, product data, samples, operation and maintenance (O&M) data, construction photographs,schedule of values and other miscellaneous Work-related submittals. ' 1.02 DEFINITIONS A. Submittal for Review: I• Submittal for ENGINEER'S review in accordance with requirements of Contract Documents. B. Submittal for Record: I Submittal for inclusion into OWNER'S records prior to Substantial Completion. Submittal will reviewed by ENGINEER. not be 1.03 CONSTRUCTION PROGRESS SCHEDULES A. Prepare and submit Construction Progress date of Contract. Schedule to ENGINEER for review,within 10 days after effective B. No Work shall be done between 6:00 p.m. and 7:00 a.m.,nor on Sundays or legal holidays without written permission of OWNER. Emergency work maybe done without prior permission. Saturday work maybe done with 48-hour written notification to the ENGINEER,followed by Friday noon confirmation to the Inspector. C. Night work may be established by CONTRACTOR as regular procedure with written permission of OWNER. Such permission may be revoked at any time by OWNER. D. Prepare schedules in form of horizontal bar chart. I• Provide separate horizontal bar for each operation. 2. Horizontal Time Scale: Identify first Work day of each week. 3 Scale and spacings to allow space for notations and future revisions. 4. Arrange listings in order of start of each item of Work. f E. Construction Progress Schedule: ]lI T I• Show complete sequence of construction by activity. 2. Show dates for beginning and completion of each major element of construction and installation dates for major items. Elements shall include, but not be limited to,following. a• Shop Drawing receipt from supplier, b. pp r,submittal to ENGINEER,review and return to supplier. Material and equipment order,manufacturer,delivery. C. Performance tests and supervisory services activity. d• Sanitary sewer,storm sewer,water main,and other utility installation. e• Construction of lift station. ,..� f Excavation,backfilling,paving. g• Subcontractor's items of Work. Submittals 01 33 00-1 60614052-ALO Hangar 4 h. Restoration. i. Final cleanup. j. Allowance for in weather. k. Demolition. 1. Miscellaneous items. 3. Show projected percentage of completion for each item as of first day of each month. _ F. Schedule Revisions: I. Every 30 days to reflect changes in progress of Work. 2. Indicate progress of each activityprevious submittal e of submittal. schedule. 3. Show changes occurring p a. Major changes in scope. b. Activities modified since previous submittal.completion. C. Revised projections of progress and comp — d. Other identifiable changes. 4. Provide narrative report as needed to define following. a. Problem areas,anticipated delays,and impact on schedule. Correctve action recmmended and its effect. b. Effect oif changes onschedu es of other Contractors. �. L04 SHOP DRAWINGS AND PRODUCT DATA ` A. Scheduling. 1. Provide submittal schedule for items of materials and equipment for which submittals are required by time requirements Specifications in accordance with:larag paragraph 8 of the ance Work.Provisoon Adjus submissiong chedule to reflect for coordination of submittals with p revisions to Construction Progress Schedule and submit to ENGINEER. 2. Prepare and transmit each submittal sufficiently in advance of scheduled performance of Work and other applicable activities. B. CONTRACTOR'S Responsibilities: 1. Review Shop Drawings and product data prior to submittal. 2. Determine and verify following. a. Field measurements. `.., b. Field construction criteria. C. Catalog numbers and similar data. d. Conformance with Specifications. Contract 3. Coordinate each submittal it at tame of submittal,rements of oof devrk iations t ons in submittals from requirements of 4. Notify ENGINEER m writing, Contract Documents. submittals until return of submittals with ENGINEER 5 Begin no fabrication or Work requiring 6. Designate in Construction Progress of reviewed shop approval. Schedule, dates for submittal and receipt drawings and samples. ted in Specifications shall be returned without review. 7. Submittals received but not reques t 60614052-ALO Hangar 4 01 33 00-2 1i•• Submittals ^ C. Submittals shall contain: 1. Date of submittal and dates of previous submittals. 2. Project title and number. 3. Contract identification. 4. Names of. a• CONTRACTOR. b. Supplier. C. Manufacturer. 5. Identification of product, with identification numbers, and Drawing and Specification section _. numbers. 6. Field dimensions,clearly identified. 7. Identify details required on Drawings and in Specifications. 8. Show manufacturer and model number,give dimensions,and provide clearances. 9. Relation to adjacent or critical features of Work or materials. 10. Applicable standards,such as ASTM or Federal Specification numbers. Identification of deviations from Contract Documents. 11. Identification of revisions on resubmittals. 12. 8 in. by 3 in.blank space for CONTRACTOR and ENGINEER stamps. 13. CONTRACTOR'S stamp, signed, certifying to review of submittal, verification of products, field measurement, field construction criteria, and coordination of information within submittal wi th requirements of Work and Contract Documents. 14. Encircle, bubble or otherwise indicate selections of products or materials and/or variations from Contract Documents or previous submittals. Highlighting may be used in addition to circling or bubbling of appropriate materials or variations from Contract Documents or previous submittals to direct the attention of the reviewer, but may not be utilized exclusively due to the difficulty in continuity of selections through copying and/or scanning of the submittal. Other acceptable means of selection ofmaterials,products or variations from Contract Documents or previous submittals include striking out selections not included as part of the submittal,providing an arrow pointing directly to the selection or other means that remain after copying and/or scanning. D. Resubmittal Requirements: 1. Comply with submittal requirements. 2. Make corrections or changes in submittals required by ENGINEER. Resubmittals required until approved. 3. Identify on transmittal form submittal is resubmission. 4. Shop Drawings and Product Data: a• Revise initial drawings or data and resubmit as specified for initial submitta. l b. Indicate changes made other than those requested by ENGINEER. E. Distribute reproductions of Shop Drawings and copies of product data which carry ENGINEER'S stamp approval to following. _ 1• Jobsite file. 2. Record documents file. 3. Subcontractors. 4. Supplier or fabricator. —, 5. Owner. ' F. ENGINEER'S Duties: i ^ 1• Review submittals in accordance with schedule. Submittals 01 33 00-3 60614052-ALO Hangar 4 1 6. 2. Affix stamp and signature,and indicate requirements for resubmittal or approval of submittal. 3. Return submittals to CONTRACTOR for distribution or for resubmittal. 1.05 TEST RESULTS AND CERTIFICATIONS A. Submit test results and certifications required in Specification sections. i on completion of test or submittal of results from testing laboratory. B. Submit test results up �• C. Test results and certifications are submitted for review of conformance with specified requirements and ; information. 1.06 CONSTRUCTION PHOTOGRAPHS A. Provide photographs taken at each major stage of construction. 1. Before commencement of construction. 2. Completion of site clearing. 6w 3. During excavation and laying of pipe. 4. After each major concrete pour for lift station,valve vault and headwalls. 5. Completion of restoration. L m 6. At other appropriate stages of construction and equipent installation. B. Electronic Copy: L I. Provide an electronic copy of photographs taken to ENGINEER each week. C. Provide color prints of photographs taken as specified. I. Prints: f a. Paper: Single weight,white base. 6., b. Finish: Smooth surface,glossy. C. Size: 4 in.by 6 in. C 2. Identify each print on back. Identification required: a. Name of project. I b. ENGINEER'S Project number. C. Orientation of view. d. Date and time of exposure. e. Name and address of CONTRACTOR. f. Photographer's numbered identification of exposure. er ction at E. Photograph from locations to adequately Pro prints with maximum depth of field te condition of site before and and minimum distortion. appropriate intervals during construction. P p L F. Deliver to ENGINEER 7 days after photographs are taken. I 1.07 GUARANTEE,WARRANTIES,MAINTENANCE AGREEMENTS, L AND WORKMANSHIP BONDS A. Refer to Specification sections for requirement Submittal considered Emil when submittal is returned by L ENGINEER,marked"Approved"or Approved as Noted." l L 01 33 00-4 60614052-ALO Hangar 4 Submittals ^ B. In addition to copies desired for CONTRACTOR'S use,furnish 2 executed copies. Provide 2 additional copies where required for maintenance data. ^ 1.08 OPERATION AND MAINTENANCE(O&M)DATA A. Compile product data and related information appropriate for OWNER'S maintenance and operation of products furnished under Contract. Prepare O&M data as specified in this section and as referenced in other pertinent sections of Specifications. B. Manual format: Prepare data in form of instructional manual for use by OWNER'S personnel. I. Size: 8-1/2 in.x 11 in. or 11 in.by 17 in.folded,with standard 3-hole punching. 2• Text: Manufacturer's printed data,or neatly typewritten. 3• Drawings: — a. Provide reinforced punched binder tab,bind in with text. i b. Fold larger drawings to size of text pages and place in envelopes which are to be bound into manual. Place suitable identification on outside of each envelope. _ 4• Cover: Identify each manual with typed or printed title "OPERATING AND MAINTENANCE 1 INSTRUCTIONS and following." i a• Title of project. ^ b. Identity of contractor. C. Identity of general subject matter covered in manual. d. Identity of section number as set forth in Contract Documents. ^ e• Date of installation. 5. Binders: a• Commercial quality binders with durable and cleanable plastic covers. C. Product Data: I• Include only those sheets pertinent to specific product. 2• Annotate each sheet to: a• Identify specific product or part installed. b• Identify data applicable to installation. C. Delete references to inapplicable information. 3• Provide table of contents. 4• Project installation schedule listing dates and locations of products installed. 1.09 ACTION ON SUBMITTALS A. ENGINEER'S Action: I• General: a. Except for submittals for record and similar purposes,where action and return on submittals --, required or requested,ENGINEER will review each submittal,mark with appropriate action, and return. Where submittal must be held for coordination, ENGINEER will so advise CONTRACTOR without delay. b. ENGINEER will stamp each submittal with action stamp, appropriately marked with submittal action. 1 Submittals 01 33 00-5 60614052-ALO Hangar 4 it L. 2. Notification of Insufficient Information: a. If information submitted is not sufficient to complete review of submittal,ENGINEER will L send transmittal to CONTRACTOR notifying CONTRACTOR that additional information is required. b. Submittal will not be returned. Submittal will be placed in an "on hold" status until L CONTRACTOR provides additional information. B. Action Stamp: 1. Marking: No Exceptions Taken. ked as xeptions Taken,"Work a Final covered bstt submittal icted amay proceed provided se: Where submittals e in complies with cContract Documents. Y Acceptance of Work depends on that compliance. i 2. Marking: Make Corrections Noted. L a. Final-But-Restricted Release: When submittals are marked as"Make Corrections Noted," Work covered by submittal may proceed provided it complies with ENGINEER'S notations or corrections on submittal and with Contract Documents. Acceptance of Work depends on that compliance. Resubmittal is not required. 3. Marking: Rejected. �- a. Submittal Not Accepted_ When o k lcovered by submittals are markeittal as"Rejected," es otdcmply with Contract Work covered by submittal. Documents. b. Prepare new submittal for different material or equipment supplier or different product line or material of same supplier complying with Contract Documents. i 4. Marking: Revise and Resubmit. a. Returned for Resubmittal: When submittals are marked as"Revise and Resubmit," do not proceed with Work covered by submittal. Do not permit Work covered by submittals to be L used at Project site or elsewhere where Work is in progress. b. Revise submittal or prepare new submittal in accordance with ENGINEER'S notations. Resubmit without delay. Repeat if required to obtain different action marking. L PART 2 PRODUCTS L (Not Used) i M PART 3 EXECUTION 3.01 SUBMITTAL REQUIREMENTS L. A. Provide complete copies of required submittals as follows. 1. Construction Progress Schedule: L a. 2 copies of initial schedule. b. 2 copies of each revision. L 01 33 00-6 60614052-ALO Hangar 4 L Submittals i 2. ShopDrawings mgs and Product Data: 6 copies. 3. Test Results: 3 copies. 4. Construction Photos: 2 prints of each view; 1 electronic copy of each view. 5. O&M Data: 4 copies. 6. Other Submittals: i a. 6 copies if required for review. b. 3 copies if required for record. * * * END OF SECTION 1 I I I I !i f Submittals 01 33 00-7 60614052-ALO Hangar 4 PAGE LEFT BLANK INTENTIONALLY 01 33 00-8 60614052-ALO Hangar 4 Submittals SECTION 02 41 12 SELECTIVE DEMOLITION PART 1 - GENERAL 1.01 SUMMARY A. Section includes selective removal and subsequent offsite disposal of following: 1. Portions of existing building(s) indicated on Drawings and as required to accommodate new construction. 2. Interior partitions as indicated on Drawings. 3. Doors and frames indicated"remove"as indicated on Drawings. 5. Removal of existing windows indicated for removal and replace as indicated on Drawings. 6. Removal and protection of existing fixtures,materials,and equipment items indicated"salvage"on Drawings. B. Related work specified elsewhere: 1. Remodeling construction work and patching required for mold or asbestos mitigation,if present, is not included.is included within other respective sections of Specifications 1.03 SUBMITTALS A. Miscellaneous: •. 1. Schedule indicating proposed sequence of operations for selective demolition work prior to start of Work. Include coordination for shutoff, capping, and continuation of utility services as required, together with details for dust and noise control protection. a. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of OWNER'S on-site operations. b. Coordinate with OWNER'S continuing occupation of portions of existing building and with OWNER'S partial occupancy of completed new addition. C. Coordinate schedule with any mold or asbestos operations. 2. Photographs of existing conditions of structure surfaces,equipment,and adjacent improvements that might be misconstrued as damage related to removal operations. Submit prior to start of work. 1.04 PROJECT/SITE CONDITIONS A. Occupancy: OWNER may occupy portions of building immediately adjacent to areas of selective demolition. Conduct selective demolition work in manner that will minimize need for disruption of OWNER'S normal operations. Provide minimum of 72 hrs advance notice to OWNER of demolition activities that will affect OWNER'S normal operations. B. Condition of Structures: OWNER assumes no responsibility for actual condition of items or structures to be demolished. 1. Conditions existing at time of inspection for bidding purposes will be maintained by OWNER insofar as practicable. However,minor variations within structure may occur by OWNER'S removal and salvage operations prior to start of selective demolition work. C. Partial Demolition and Removal: Items indicated to be removed but of salvageable value to CONTRACTOR —' may be removed from structure as work progresses. Transport salvaged items from site as they are removed. Selective Demolition 02 41 12-1 60614052-ALO Hangar 4 1. Do not store or sell removed items on site unless approved by OWNER. D. Protections: Provide temporary barricades and other forms ofprotection to protect OWNER'S personnel and general public from injury due to selective demolition work. 1. Provide protective measures as required to provide free and safe passage of OWNER'S personnel and general public to occupied portions of building. 2. Erect temporary covered passageways as required by authorities having jurisdiction. 3. Provide interior and exterior shoring,bracing,or support to prevent movement,settlement,or collapse of structure or element to be demolished and adjacent facilities or work to remain. 4. Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operations. 5. Protect floors with suitable coverings when necessary. 6. Construct temporary insulated dustproof partitions where required to separate areas where noisy or 1 6— extensive dirt or dust operations are performed. Equip partitions with dustproof doors and security locks. 7. Provide temporary weather protection during interval between demolition and removal of existing construction and installation of new construction to ensure that no water leakage or damage occurs to structure or interior areas of existing building. 8. Remove protections when work requiring protection is complete or prior to substantial completion. r.. E. Damages: Repair damages caused to adjacent facilities by demolition work within 24 hrs. If extension of time is required to repair damages,CONTRACTOR shall receive written approval from OWNER. F. Traffic: Conduct selective demolition operations and debris removal to ensure minimum interference with �- roads,streets,walks,and other adjacent occupied facilities. 1. Do not close,block,or otherwise obstruct streets,walks,or other occupied or used facilities without s. written permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. G. Flame Cutting: Do not use cutting torches for removal until work area is cleared of flammable materials. At �- concealed spaces,such as interior of ducts and pipe spaces,verify condition of hidden space before starting flame-cutting operations. Maintain portable fire suppression devices during flame-cutting operations. H. Utility Services: Maintain existing utilities indicated to remain in service and protect them against damage during demolition operations. 1. Do not interrupt utilities serving occupied portions ofbuilding or facilities,except when authorized in L writing by OWNER or authorities having jurisdiction. Provide temporary services during interruptions to existing utilities,as acceptable to governing authorities. j 2. Maintain fire protection services during selective demolition operations. L I. Environmental Controls: Use water sprinkling,temporary enclosures,and other methods to limit dust and i dirt migration. Comply with governing regulations pertaining to environmental protection. L 1. Do not use water when it may create hazardous or objectionable conditions such as ice,flooding,and pollution. L PART 2- PRODUCTS(Not Used) L PART 3 - EXECUTION Selective Demolition 0241 12-2 60614052-ALO Hangar 4 L 3.01 PREPARATION A. Provide interior and exterior shoring, bracing, or support to prevent movement,settlement, or collapse of areas to be demolished and adjacent facilities to remain. 1. Cease operations and notify ENGINEER immediately if safety of structure appears to be endangered. Support structure until determination is made for continuing operations. 2. Cover and protect furniture,equipment,and fixtures from soilage or damage when demolition work is performed in areas where such items have not been removed or cannot be removed. 3. Erect and maintain dust-proofpartitions and closures as required to prevent spread of dust or fumes to occupied portions of building. a. Where selective demolition occurs immediately adjacent to occupied portions of building, construct dust-proof partitions of minimum 4 in. studs, 5/8 in. drywall (joints taped) on occupied side, 1/2 in. fire-retardant plywood on demolition side. Fill partition cavity with sound-deadening insulation. b. Provide weatherproof closures for exterior openings resulting from demolition work. 4. Locate,identify, stub off,and disconnect utility services that are not indicated to remain. i a. Provide bypass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 71 hours advance notice to OWNER if shutdown of service is necessary during changeover. 3.02 DEMOLITION A. General: Perform selective demolition work in systematic manner. Use such methods as required to complete work indicated on Drawings in accordance with demolition schedule and governing regulations. 1. Demolish masonry in small sections. Cut masonry at junctures with construction to remain using --, power-driven masonry saw or hand tools. 2. Distribute demolition equipment throughout structure and promptly remove debris to avoid imposing excessive loads on supporting walls,floors,or framing. 3. Provide services for effective air and water pollution controls as required by local authorities having .. jurisdiction. B. If unanticipated mechanical,electrical,or structural elements that conflict with intended function or design ..� are encountered,investigate and measure both nature and extent of conflict. Submit report to ENGINEER in written,accurate detail. Pending receipt of directive from OWNER,rearrange selective demolition schedule as necessary to continue overall project progress without undue delay. 3.03 SALVAGED MATERIALS A. Salvaged Items: Where indicated on Drawings as"Salvage-Deliver to Owner",carefully remove indicated items,store,and turn over to OWNER and obtain receipt. w 1. Historic artifacts, such as cornerstones and their contents, commemorative plaques and tablets, antiques,and other articles of historic significance,remain property of OWNER. Notify OWNER if such items are encountered and obtain acceptance regarding method of removal and salvage. 3.04 DISPOSAL OF DEMOLISHED MATERIALS A. Remove from building site debris, rubbish, and other materials resulting from demolition operations. Transport and legally dispose off-site. "1 1. Burning of removed materials is not permitted on project site. Selective Demolition 0241 12-3 60614052-ALO Hangar 4 i 2. If hazardous materials are encountered during demolition operations, comply with applicable regulations,laws,and ordinances concerning removal,handling,and protection against exposure or environmental pollution. 3.05 CLEANUP AND REPAIR A. General: Upon completion of demolition work,remove tools,equipment, and demolished materials from site. Remove protections and leave interior areas broom clean. i- 1. Repair demolition performed in excess of that required. Return elements of construction and surfaces - to remain to condition existing prior to start operations. Repair adjacent construction or surfaces soiled or damaged by selective demolition work. s * * *END OF SECTION i k t f f `.. k�. i L it L i L i L L L Selective Demolition 0241 12-4 60614052-ALO Hangar 4 L SECTION 04 0122 REPOINTING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. As shown on Drawings. PART 2- PRODUCTS i 2.01 MORTAR MATERIAL A. Masonry: 1• 1 part Portland cement, 1 part lime,and 6 parts sand. 2. Prehydrate tuck pointing mortar by thoroughly mixing ingredients dry. 3. Mix again,adding only enough water to produce damp,workable mix which will retain its form when pressed into ball. 4. After keeping mortar in this dampened condition for 1 to 2(not over 2)hrs, add sufficient water to bring to proper consistency;somewhat drier than conventional masonry mortar. B. Backer Rod: 1• Manufacturers: a. Ethafoam by Dow. b. William Products Company. c. Expand-O-Foam. C. Sealant: 1. Manufacturers: a. Silproof Weatherproofing Sealant by GE. b. Dow No. 790. 2. Single component silicone base sealant. 3. Color to match. PART 3 - EXECUTION 3.01 PREPARATION A. Prior to tuckpointing and sealant work on existing limestone joints,clean surfaces of limestone exterior. 1. Air pressure blast surfaces using ground corn cobs as aggregate, cleaning limestone surfaces to uniform and clean color. 2• Water blast where local ordinances do not permit air blast methods. 3. Do not use sandblast,wire brushes or acids for cleaning limestone. Repointing 04 01 22-1 60614052-ALO Hangar 4 3.04 MASONRY A. Cut eroded and defective mortar joints to minimum 3/4 in.deep. Remove loose and unsound mortar and debris with air or water pressure and brush joints clean. B. Force mortar into joints with sufficient pressure to ensure joint is well packed. C. Strike off excess mortar with burlap bag,in common brick walls. D. Tool joint to match existing in face brick walls. .,. * * *END OF SECTION ti. L 04 01 22-2 60614052-ALO Hangar 4 Repointing i' i I SECTION 06 10 00 —r ROUGH CARPENTRY PART1 - GENERAL 1.01 DESCRIPTION: A. Provide materials to perform the rough carpentry work as indicated and in compliance with Contract -� Documents. 1. Section Includes: Wood blocking,and nailers.As required. b. Wood furring and grounds.As required. 1.02 REFERENCES: A. References which may be used. B. American Society of Mechanical Engineers(ASME): 1. B 18.2.1: Square and Hex Bolts and Screws(Inch Series). 2. B18.6.1: Wood Screws(Inch Series). C. ASTM International(ASTM): -� I. A153/A153M: Standard Specification for Zinc Coating(Hot-Dip)on Iron and Steel Hardware. 2. E84: Standard Test Method for Surface Burning Characteristics of Building Materials 3. E488: Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements. i D. American Wood Preserver's Association Standard(AWPA): 1. M4: Standard for the Care of Preservative Treated Wood Products 2. Ul: User Specification for Treated Wood 1.03 DEFINITIONS: A. Dimension Lumber: Lumber of 2 inches (50 MM) nominal (38 MM actual) or greater but less than 5 inches(125 MM)nominal(114 MM actual)in least dimension. B. Lumber grading agencies,and the abbreviations used to reference them,include the following: 1. NLGA: National Lumber Grades Authority. 2. SPIB: The Southern Pine Inspection Bureau. 3. WCLIB: West Coast Lumber Inspection Bureau. 4• WWPA: Western Wood Products Association. 1.04 SUBMITTALS: A. Submit the following shop drawings if requested by Engineer for review or record. B. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details. Rough Carpentry 06 10 00-1 60614052-ALO Hangar 4 I. Include data for wood-preservative treatment from chemical treatment manufacturer and `, certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained. 2. For products receiving a waterborne treatment, include statement that moisture content of treated .. materials was reduced to levels specified before shipment to Project site. 1.05 DELIVERY STORAGE AND HANDLING: A. Stack lumber flat with spacers beneath and between each bundle to provide air circulation. Protect lumber from weather by storing inside the building or by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. L PART 2 - PRODUCTS 2.01 WOOD PRODUCTS,GENERAL: A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect ' and grade lumber under the rules indicated. I. Factory mark each piece of lumber with grade stamp of grading agency. 2. Provide dressed lumber,S4S,unless otherwise indicated. B. Maximum Moisture Content of Lumber: 19 percent for 2-inch(50 mm)nominal(38 mm actual)thickness or less unless otherwise indicated. 2.02 WOOD-PRESERVATIVE-TREATED LUMBER:A. Preservative Treatment by Pressure Process: AWPA Ul;Use Category UC2 i I. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. Do not use inorganic boron(SBX)for sill plates. B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is _ warped or that does not comply with requirements for untreated material. C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. D, Application: Treat items indicated on Drawings,and the following: I. Wood blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 2. Wood furring attached directly to the interior of below-grade exterior masonry or concrete walls. ; 3. Wood floor plates that are installed over concrete slabs-on-grade. 2.03 DIMENSION LUMBER FRAMING: A. Non-Load-Bearing Interior Partitions: Construction,Stud,or No.3 grade. _ 1. Application:Interior partitions where noted on drawings. 2. Species: _ a. Hem-fir(north);NLGA. b. Mixed southern pine;SPIB. 06 10 00-2 60614052-ALO Hangar 4 Rough Carpentry —' i I C. Spruce-pine-fir;NLGA. d. Hem-fir;WCLIB,or WWPA. e. Spruce-pine-fir(south);NeLMA,WCLIB,or WWPA. f. Northern species;NLGA. g. Eastern softwoods;NeLMA. h. Western woods;WCLIB or WWPA. 2.04 MISCELLANEOUS LUMBER; A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction,including the following: _. 1. Blocking. 2. Nailers. 3. Furring. 4. Grounds. B. For concealed boards,provide lumber withl9 percent maximum moisture content and of any species and grades. C. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its j attachment and purpose. D. For blocking and nailers used for attachment of other construction,select and cut lumber t,eliminate knots and other defects that will interfere with attachment of other work. i E. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent-over nails and damage to paneling. 2.05 PLYWOOD BACKING PANELS: i A. Equipment Backing Panels: DOC PS 1, Exposure 1 C-D Plu gd indicated or,if not indicated,not less than 1/2-inch(13-mm)nominal,thicknessrdant treated, in thickness 2.06 FASTENERS: ..� A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. Where rough carpentry is pressure-preservative treated or in area of high relative humidity,provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M B. Nails,Brads,and Staples: ASTM F1667. C. Power-Driven Fasteners: NES NER-272. D. Wood Screws: ASME B18.6.1. E. Screws for fastening to Cold formed Metal Framing: ASTM C954, except with wafer heads and reamer wings,length as recommended by screw manufacturer for material being fastened. i F. Lag Bolts: ASME B 18.2.1 (ASME B 18.2.3.8M). G. Bolts: Steel bolts complying with ASTM A307, Grade A (ASTM F568M, Property Class 4.6); with ASTM A563 (ASTM A563M)hex nuts and,where indicated,flat washers. Rough Carpentry 06 10 00-3 60614052-ALO Hangar 4 1 H. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to six times the load imposed when installed in unit masonry assemblies and equal to four times the load imposed when installed in concrete as determined by testing per ASTM E488 conducted by a qualified independent testing and inspecting agency. 1. Material: Stainless steel with bolts and nuts complying with ASTM F593 and ASTM F594,Alloy Group 1 or 2(ASTM F738M and ASTM F836M,Grade Al or A4). ... PART 3 - EXECUTION �. 3.01 INSTALLATION,GENERAL: A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit .. rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring,nailers, blocking,and similar supports to comply with requirements for attaching other construction. B. Install plywood backing panels by fastening to furring or wall construction. Coordinate locations with �- utilities requiring backing panels. Metal Framing Anchors: Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole. C. Provide blocking and framing as indicated and as required to support facing materials,fixtures, specialty items,and trim. 1. Provide metal clips for fastening gypsum board or lath at corners and intersections where framing ►�- or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches(406 mm)o.c. D. Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or number of joints or optimum joint arrangement. pieces that are too small to use with minimum E. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber. F. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated,complying with i the following: 1. NES NER-272 for power-driven fasteners. 2. Table 2304.9.1,"Fastening Schedule,"in ICC's International Building Code. �- 3. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2), "Alternate Attachments,"in ICC's International Residential Code for One-and Two-Family Dwellings. G. Use steel common nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood. Drive nails snug but do not L countersink nail heads unless otherwise indicated. H. For exposed work,arrange fasteners in straight rows parallel with edges of members,with fasteners evenly spaced,and with adjacent rows staggered. 1. Comply with accepted fastener patterns where applicable Use finishing nails unless otherwise indicated. Countersink nail heads and fill holes with wood filler. 3.02 WOOD BLOCKING AND NAILER INSTALLATION: Rough Carpentry 06 10 00-4 60614052-ALO Hangar 4 A. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces unless otherwise indicated. 3.03 WOOD FURRING INSTALLATION: A. Install level and plumb with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. B. Furring to Receive Plywood Install 1-by-3-inch (25 by 50mm) nominal- (19-by-63- urn actual-) size furring horizontally or vertically at 24 inches(600 mm)o.c. C. Furring to Receive Gypsum Board Install 1-by-2-inch(25 by 50 mm)nominal-(19-by-38-mm actual-)size furring vertically at 16 inches(400 mm)o.c. 3.04 PROTECTION: A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron-treated wood becomes wet,apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. --, B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes sufficiently wet that moisture content exceeds that specified,apply EPA-registered borate treatment. Apply borate solution f by spraying to comply with EPA-registered label. * * * END OF SECTION i "1 "1 , 1 1 , 1 Rough Carpentry 06 10 00-5 60614052-ALO Hangar 4 low. PAGE LEFT BLANK INTENTIONALLY r. 6. r.. 06 10 00-6 60614052-ALO Hangar 4 j Rough Carpentry 6— SECTION 07 24 00 EXTERIOR INSULATION AND FINISH SYSTEM(EIFS) PART 1 - GENERAL 1.01 DESCRIPTION: A. Provide exterior insulation and finish system (EIFS) as indicated and in compliance with Contract Documents. `^ 1. Section Includes: a. Exterior insulation and finish system(EIFS)applied over masonry surfaces. I 1.02 REFERENCES: B. American National Standards Institute(ANSI): 1. 99-A: Exterior Insulation and Finish Systems(EIFS). C. American Society of Civil Engineers(ASCE): i 1. 7: Minimum Design Loads for Buildings and Other Structures - Includes Supplement No. 1 i D. ASTM International(ASTM): 1. B 117: Standard Practice for Operating Salt Spray(Fog)Apparatus. ... 2. C 150: Standard Specification for Portland Cement. 3. C578: Standard Specification for Rigid,Cellular Polystyrene Thermal Insulation. 4. C954: Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm)in Thickness. 5. C 1002: Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs. ,..� 6. C 1063: Standard Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster. 7. C1186: Standard Specification for Flat Fiber-Cement Sheets. 8. C1397: Standard Practice for Application of Class PB Exterior Insulation and Finish Systems(EIFS)and EIFS with Drainage. 9. C1481: Standard Guide for Use of Joint Sealants with Exterior Insulation and Finish Systems(EIFS). ,.� 10. D578: Standard Specification for Glass Fiber Strands. 11. D968: Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive. 12. D1784: Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC)Compounds. 13. D2247: Standard Practice for Testing Water Resistance of Coatings in 100% Relative Humidity. 14. D3273: Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber. 15. D3274: Standard Test Method for Evaluating Degree of Surface Disfigurement of Paint Films by Fungal or Algal Growth,or Soil and Dirt Accumulation. 16. E84: Standard Test Method for Surface Burning Characteristics of Building Materials. 17. E 108: Standard Test Methods for Fire Tests of Roof Coverings. 18. E 119: Standard Test Methods for Fire Tests of Building Construction and Materials. 19. E330: Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference. Exterior Insulation and Finish System(EFIS) 07 24 00-1 60614502-AOL Hangar 4 L.. 20. E2098: Standard Test Method for Determining Tensile Breaking Strength of Glass Fiber Reinforcing Mesh for Use in Class PB Exterior Insulation and Finish Systems (EIFS), After 6. Exposure to a Sodium Hydroxide Solution. 21. E2134: Standard Test Method for Evaluating the Tensile-Adhesion Performance of an Exterior Insulation and Finish System(EIFS). 22. E2485: Standard Test Method for Freeze/Thaw Resistance of Exterior Insulation and Finish Systems(EIFS)and Water Resistive Barrier Coatings. 23. E2486: Standard Test Method for Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems(EIFS). `, 24. E2568: Standard Specification for PB Exterior Insulation and Finish Systems. 25. G153: Standard Practice for Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials. 26. G154: Standard Practice for Operating Fluorescent Light Apparatus for UV Exposure of _ Nonmetallic Materials. 27, G155: Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non- Metallic Materials. D. Standard for Thermal Insulation, Polystyrene, Boards and Pipe Covering EFIS Industry Members Association(EIMA). 6.. E. ECC Evaluation Service(ICC-ES): 1. AC24: Interim Criteria for Exterior Insulation and Finish System 2. AC235: Acceptance Criteria for EIFS Clad Drainage Wall Assemblies F. National Fire Protection Association(NFPA): i 6W 1. 259: Standard Test Method for Potential Heat of Building Materials 2. 268: Standard Test Method for Determining Ignitibility of Exterior Wall Assemblies Using a Radiant Heat Energy Source 3. 285: Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components 1.03 DEFINITIONS: ` A. Systems refer to Class PB EIFS. B. System manufacturer refers to EIFS manufacturer. 1.04 PERFORMANCE REQUIREMENTS: i A. EIFS Performance: Comply with the following: 1. Bond Integrity: Free from bond failure within EIFS components or between system and supporting wall construction, resulting from exposure to fire, wind loads, weather, or other in- service conditions. 2. Weathertightness: Resistant to water penetration from exterior into EIFS and assemblies behind ti it or through them into interior of building that results in deterioration of thermal- insulating effectiveness or other degradation of EIFS and assemblies behind it, including substrates, supporting wall construction,and interior finish. { 1.05 SUBMITTALS. A. Submit the following shop drawings in accordance with Section 0133 00. L B. Product Data: For each type and component of EIFS indicated. C. Shop Drawings: Show fabrication and installation of system including plans, elevations, sections, L 07 24 00-2 60614052 Exterior Insulation and Finish system(EFIS) L.. details of components, joint locations and configurations within system and between system and construction penetrating it, termination details, and attachments to construction behind system. D. Shop Drawings: Show fabrication and installation of prefabricated panels including plans, elevations, sections, details of components, joint locations and configurations, and connections and attachments to other work. Include panel layout drawings and indicate erection sequence and lifting points. E. Panel Schedule: For prefabricated panel fabrication. F. Samples for Initial Selection: For each type of finish-coat color and texture indicated. 1. Include similar Samples of joint sealants involving color selection. G. Samples for Verification: 24-inch- (600 mm) square panels for each type of finish-coat color and texture indicated,prepared using same tools and techniques intended for actual work including a typical control joint filled with sealant of color selected. 1. Include sealants Samples to verify color selected. H. Delegated-Design Submittal: For prefabricated panels indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. j 1. Qualification Data: For Installer and testing agency. J. Manufacturer Certificates: Signed by manufacturers certifying that EIFS and joint sealants comply with requirements. K. Material or Product Certificates: For each insulation and joint sealant,from manufacturer. L. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each water-/weather-resistive barrier, insulation, reinforcing mesh, joint sealant, and coating. M. Compatibility and Adhesion Test Reports: For joint sealants from sealant manufacturer indicating the following: 1. Materials forming joint substrates and joint-sealant backings have been tested for compatibility and adhesion with joint sealants. 2. Interpretation of test resu lts ults and written recommendations for primers and substrate preparation needed for adhesion. N. Field quality-control reports. O. Maintenance Data: For EIFS to include in maintenance manuals. 1.06 DELIVERY STORAGE AND HANDLING: A. Deliver materials in original, unopened packages with manufacturers' labels intact and clearly identifying products. B. Store materials inside and under cover; keep them dry and protected from weather, direct sunlight, surface contamination, aging, corrosion, damaging temperatures, construction traffic, and other causes. 1. Stack insulation board flat and off the ground. 2. Protect plastic insulation against ignition at all times. Do not deliver plastic insulating materials to Project site before installation time. Exterior Insulation and Finish System(EFIS) 07 24 00-3 60614502-AOL Hangar 4 L 3. Complete installation and concealment of plastic materials as rapidly as possible in each area of construction. 1.07 PROJECT/SITE CONDITIONS: A. Weather Limitations: Maintain ambient temperatures above 40 degrees F (4.4 degrees C) for a L, minimum of 24 hours before, during, and after adhesives or coatings are applied. Do not apply EIFS adhesives or coatings during rainfall. Proceed with installation only when existing and forecasted weather conditions and ambient outdoor air, humidity, and substrate temperatures permit EIFS to be applied, dried, and cured according to manufacturers'written instructions and warranty requirements. B. Field Measurements: Verify actual dimensions required for prefabricated panels by field measurements before fabrication. 6- C. Established Dimensions: Where field measurements cannot be made without delaying Work, establish dimensions and proceed with fabricating panels without field measurements. Coordinate 6. construction to ensure that actual dimensions correspond to established dimensions. 1.08 COORDINATION AND SCHEDULING: A. Coordinate panel fabrication schedule with construction progress to avoid delaying Work. B. Supply anchorage items to be embedded in or attached to other construction without delaying Work. L Provide setting diagrams, templates, instructions, and directions, as required, for installation. C. Coordinate installation of EIFS with related Work specified in other Sections to ensure that wall j assemblies, including sheathing, flashing,trim,joint sealers, windows, and doors, are protected against L damage from the effects of weather, age, corrosion, moisture, and other causes. Do not allow water to penetrate behind EIFS. PART 2- PRODUCTS 2.01 MANUFACTURERS: A. Acrocrete,Inc. B. Corev America,Inc. C. Dryvit Systems,Inc. D. El Rey Stucco Company,Inc.;a brand of ParexLahabra,Inc. E. Finestone;Degussa Wall Systems,Inc. _ F. Master Wall,Inc. G. Omega Products International,Inc. H. Parex,Inc.;a brand of ParexLahabra,Inc. I. Pleko LLC. J. Senergy;Degussa Wall Systems,Inc. _ K. SonoWall;Degussa Wall Systems,Inc. L. Sto Corp. — Exterior Insulation and Finish system(EFIS) 07 24 00-4 60614052 M. Stuc-O-Flex International,Inc. N. TEC;an H.B.Fuller company. O Total Wall Inc. 2.02 MATERIALS: A. Compatibility: Provide adhesive, fasteners, board insulation, reinforcing meshes, base- and finish- coat systems, sealants, and accessories that are compatible with one another and with substrates and approved for use by EIFS manufacturer for Project. B. Primer/Sealer: EIFS manufacturer's standard substrate conditioner designed to seal substrates from ` moisture penetration and to improve the bond between substrate of type indicated and adhesive i used for application of insulation. C. Flexible-Membrane Flashing: Cold-applied, fully self-adhering, self-healing, rubberized-asphalt and polyethylene-film composite sheet or toe and p p primer; EIFS manufacturer's standard or product recommended in writing by EIFS manufacturer. i D. Insulation Adhesive: EIFS manufacturer's standard formulation designed for indicated use; compatible with I substrate;and complyingwith one of the following: 1. Job-mixed formulation of Portland cement complying with ASTM C150, Type 1, and polymer- based adhesive specified for base coat. 2. Factory-blended dry formulation of Portland cement, dry polymer admixture, and fillers specified for base coat. 3. Factory-mixed noncementitious formulation designed for adhesive attachment of insulation to substrates of type indicated,as recommended by EIFS manufacturer. E. Molded, Rigid Cellular Polystyrene Board Insulation: Comply with ASTM C578, Type I; EIFS manufacturer's requirements; and EIMA's "EIMA Guideline Specification for Expanded Polystyrene (EPS) Insulation Board" for most stringent requirements for material performance and qualities of insulation,including dimensions and permissible variations,and the following: 1. Aging: Before cutting and shipping, age insulation in block form by air drying for not less than six weeks or by another method approved by EIMA that produces equivalent results. 2. Flame-Spread and Smoke-Developed Indexes: 25 and 450 or less, respectively, per ASTM E84. 3. Dimensions: Provide insulation boards not more than 24 by 48 inches(610 by 1219 mm)and in thickness indicated, but not more than 4 inches (102 mm) thick or less than thickness allowed by ASTM C1397. 4. Foam Shapes: Provide with profiles and dimensions indicated on Drawings. F. Reinforcing Mesh: Balanced, alkali-resistant, open-weave, glass-fiber mesh treated for compatibility with other EIFS materials, made from continuous multi-end strands with retained mesh tensile strength of not less than 120 lbf/in. (21 dN/cm) per ASTM E2098; complying with ASTM D578 and the following: 1. Standard-Impact Reinforcing Mesh: Not less than 4.5 oz./sq.yd. 2. Strip Reinforcing Mesh: Not less than 3.75 oz./sq.yd. 3. Detail Reinforcing Mesh: Not less than 4.0 oz./sq.yd. 4. Corner Reinforcing Mesh: Not less than 7.2 oz./sq.yd. G. Base-Coat Materials: EIFS manufacturer's standard mixture complying with one of the following: "1 1. Job-mixed formulation of Portland cement complying with ASTM C 150, Type 1, white or Exterior Insulation and Finish System(EFIS) 07 24 00-5 60614502-AOL Hangar 4 natural color; and manufacturer's standard polymer-emulsion adhesive designed for use with Portland cement. 2. Job-combined formulation of manufacturer's standard polymer-emulsion adhesive and manufacturer's standard dry mix containing Portland cement. polymer admixture, and inert 3. Factory-blended dry formulation of Portland cement, dry fillers to which only water is added at Project site. 4. Factory-mixed noncementitious formulation of polymer-emulsion adhesive and inert fillers that is ready to use without adding other materials. H. Waterproof Adhesive/Base-Coat Materials: EIFS manufacturer's standard waterproof formulation and complying with one of the following: 1. Job-mixed formulation of Portland cement complying with ASTM C150, Type 1, white or L, natural color; and manufacturer's standard polymer-emulsion adhesive designed for use with Portland cement. 2. Job-combined formulation of manufacturer's standard polymer-emulsion adhesive and manufacturer's standard dry mix containing Portland cement. I. Primer: EIFS manufacturer's standard factory-mixed, elastomeric-polymer primer for preparing base- coat surface for application of finish coat. — J. Finish-Coat Materials: EIFS manufacturer's standard acrylic-based coating with enhanced mildew resistance complying with the following: 1. Factory-mixed formulation of polymer-emulsion binder, colorfast mineral pigments, sound stone particles,and fillers. L 2. Factory-mixed formulation of polymer-emulsion binder, colorfast mineral pigments, and fillers used with stone particles for embedding in finish coat to produce an applied-aggregate finish. a. Aggregate: Marble chips of size and color as indicated by manufacturer's designations. 3. Sealer: Manufacturer's waterproof,clear acrylic-based sealer for protecting finish coat. i 4. Colors:As selected by Engineer from manufacturer's full range. K. Water: Potable. 4 L. Mechanical Fasteners: EIFS manufacturer's standard corrosion-resistant fasteners consisting of thermal cap, standard washer and shaft attachments, and fastener indicated below; selected for properties of pullout, tensile, and shear strength required to resist design loads of application indicated;capable of j pulling fastener head below surface of insulation board;and of the following description: L 1. For attachment to steel studs from 0.033 to 0.112 inch (0.84 to 2.84 mm) in thickness, provide steel drill screws complying with ASTM C954. 6. 2. For attachment to light-gage steel framing members not less than 0.0179 inch (0.45 min) in thickness,provide steel drill screws complying with ASTM C1002. provide steel drill 3. For attachment to wood framing members and plywood sheathing, p ' screws complying with ASTM C1002,Type W. 6' 4. For attachment to masonry and concrete substrates, provide sheathing dowel in form of a plastic wing-tipped fastener with thermal cap, sized to fit insulation thickness indicated and to penetrate substrate to depth required to secure anchorage. 5. For attachment,provide manufacturer's standard fasteners suitable for substrate. M. Trim Accessories: Type as designated or required to suit conditions indicated and to comply with EIFS manufacturer's written instructions; manufactured from UV-stabilized PVC; and complying with _ ASTM D1784, manufacturer's standard Cell Class for use intended,and ASTM C1063. 1. Casing Bead: Prefabricated, one-piece type for attachment behind insulation, of depth required to suit thickness of coating and insulation, with face leg perforated for bonding to coating and Exterior Insulation and Finish system(EFIS) 07 24 00-6 60614052 back leg. 2. Drip Screed/Track: Prefabricated, one-piece type for attachment behind insulation with face leg extended to form a drip, of depth required to suit thickness of coating and insulation, with face leg perforated for bonding to coating and back leg. - 3. Expansion Joint:Prefabricated, one-piece V profile; designed to relieve stress of movement. 4. Windowsill Flashing: Prefabricated type for both flashing and sloping sill over framing beneath windows;with end and back dams;designed to direct water to exterior. 5. Parapet Cap Flashing: Type for both flashing and covering parapet top with design complying with ASTM C1397. 2.03 ELASTOMERIC SEALANTS: A. Elastomeric Sealant Products: Provide EIFS manufacturer's listed and recommended chemically curing, elastomeric sealant that is compatible with joint fillers, joint substrates, and other related materials, and complies with requirements for products and testing indicated in ASTM C 1481 and with requirements in Division 07 Section "Joint Sealants" for products corresponding to description indicated below: 1. Multicomponent,nonsag urethane sealant. 2. Single-component,nonsag,neutral-curing silicone sealant. 3. Sealants used inside the weatherproofing system shall have a VOC content of 250]g/L or less when calculated according to 40 CFR 59,Subpart D(EPA Method 24). B. Sealant Color: As selected by Engineer from manufacturer's full range. 2.04 MIXING: A. General: Comply with EIFS manufacturer's requirements for combining and mixing materials. Do not introduce admixtures, water, or other materials except as recommended by EIFS manufacturer. Mix materials in clean containers. Use materials within time period specified by EIFS manufacturer or discard. PART 3 - EXECUTION 3.01 EXAMINATION: A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of EIFS. B. Examine roof edges, wall framing, flashings, openings, substrates, and junctures at other construction for suitable conditions where EIFS will be installed. C. Proceed with installation only after unsatisfactory conditions have been corrected. 1. Begin coating application only after surfaces are dry. 2. Application of coating indicates acceptance of surfaces and conditions. 3.02 PREPARATION: -9 A. Protect contiguous work from moisture deterioration and soiling caused by application of EIFS. Provide temporary covering and other protection needed to prevent spattering of exterior finish coats on other work. B. Protect EIFS, substrates, and wall construction behind them from inclement weather during installation. Prevent penetration of moisture behind EIFS and deterioration of substrates. C. Prepare and clean substrates to comply with EIFS manufacturer's written instructions to obtain Exterior Insulation and Finish System(EFIS) 07 24 00-7 60614502-AOL Hangar 4 optimum bond between substrate and adhesive for insulation. i 1. Concrete Substrates: Provide clean, dry, neutral-pH substrate for insulation installation. Verify suitability of substrate by performing bond and moisture tests recommended by EIFS manufacturer. f_ 3.03 EIFS INSTALLATION,GENERAL: A. Comply with ASTM C1397 and EIFS manufacturer's written instructions for installation of EIFS as applicable to each type of substrate indicated. 3.04 SUBSTRATE PROTECTION APPLICATION: A. Primer/Sealer: Apply over substrates to protect substrates from degradation and where required by EIFS manufacturer for improving adhesion of insulation to substrate. B. Waterproof Adhesive/Base Coat: Apply over where indicated on Drawings to protect substrates from degradation. C. Flexible-Membrane Flashing: Install over weather-resistive barrier, applied and lapped to shed water; seal at openings, penetrations, terminations, and where indicated by EIFS manufacturer's written instructions to protect wall assembly from degradation. Prime substrates, if required, and install flashing to comply with EIFS manufacturer's written instructions and details. L, 3.05 TRIM INSTALLATION: A. Trim: Apply trim accessories at perimeter of EIFS, at expansion joints, and elsewhere as indicated, according to EIFS manufacturer's written instructions. Coordinate with installation of insulation. 1. Drip Screed/Track: Use at bottom edges of EIFS unless otherwise indicated. ` 2. Windowsill Flashing: Use at windows unless otherwise indicated. 3. Expansion Joint: Use where indicated on Drawings. 4. Casing Bead: Use at other locations. `. 5. Parapet Cap Flashing: Use where indicated on Drawings. 3.1 INSULATION INSTALLATION: A. Board Insulation: Adhesively and mechanically attach insulation to substrate in compliance with ASTM C1397,EIFS manufacturer's written instructions,and the following: L 1. Apply adhesive to insulation by notched-trowel method in a manner that results in coating the entire surface of sheathing with adhesive once insulation is adhered to sheathing unless EIFS manufacturer's written instructions specify using primer/sealer with ribbon- and-dab method. Apply adhesive to a thickness of not less than 1/4-inch (6 mm) for factory mixed and not less than 3/8-inch (10 mm) for field mixed, measured from surface of insulation before placement. k 2. Press and slide insulation into place. Apply pressure over the entire surface of insulation to 6— accomplish uniform contact,high initial grab,and overall level surface. 3. Allow adhered insulation to remain undisturbed for period recommended by EIFS manufacturer, but not less than 24 hours, before installing mechanical fasteners, beginning rasping and sanding insulation,or applying base coat and reinforcing mesh. 4. Mechanically attach insulation to substrate by method complying with EIFS manufacturer's written instructions.Install top surface of fastener heads flush with plane of insulation.Install fasteners into or through substrates with the following minimum penetration: L a. Steel Framing: 5/16-inch(8 mm). b. Wood Framing: I inch(25 mm). L Exterior Insulation and Finish system(EFIS) 07 24 00-8 60614052 i --� C. Concrete and Masonry: 1 inch(25 mm). 5. Apply insulation over dry substrates in courses with long edges of boards oriented horizontally. 6. Begin first course of insulation from a level base line and work upward. 7. Begin first course of insulation from screed/track and work upward. Work from perimeter casing beads toward interior of panels if possible. 8. Stagger vertical joints of insulation boards in successive courses to produce running bond pattern. Locate joints so no piece of insulation is less than 12 inches (300 min)wide or 6 inches (150 mm)high. _ a. Adhesive Attachment: Offset joints of insulation not less than 6 inches (150 mm)from horizontal and 4 inches(100 mm)from vertical joints in sheathing. b. Mechanical Attachment: Offset joints of insulation from horizontal joints in sheathing. 9. Interlock ends at internal and external corners. 10. Abut insulation tightly at joints within and between each course to produce flush,continuously even surfaces without gaps or raised edges between boards. If gaps greater than 1/16-inch (1.6 mm) occur, fill with insulation cut to fit gaps exactly; insert insulation without using adhesive or other material. 11. Cut insulation to fit openings, corners, and projections precisely and to produce edges and shapes complying with details indicated. —. 12. Rasp or sand flush entire surface of insulation to remove irregularities projecting more than 1/16-inch (1.6 mm) from surface of insulation_and to remove yellowed areas due to sun exposure;do not create depressions deeper than 1/1 6-inch(1.6 mm). 13. Cut aesthetic reveals in outside face of insulation with high-speed router and bit configured to ~ produce grooves, rabbets, and other features that comply with profiles and locations indicated. Do not reduce insulation thickness at aesthetic reveals to less than 3/4-inch(19 mm). 14. Install foam shapes and attach to structure. 15. Interrupt insulation for expansion joints where indicated. 16. Form joints for sealant application by leaving gaps between adjoining insulation edges and between insulation edges and dissimilar adjoining surfaces. Make gaps wide enough to produce joint widths indicated after encapsulating joint substrates with base coat and reinforcing mesh. 17. Form joints for sealant application with back-to-back casing beads for joints within EIFS and with perimeter casing beads at dissimilar adjoining surfaces. Make gaps between casing beads and between perimeter casing beads and adjoining surfaces of width indicated. 18. After installing insulation and before applying reinforcing mesh, fully wrap board edges with strip reinforcing mesh. Cover edges of board and extend encapsulating mesh not less than 2- 1/2 inches (64 mm) over front and back face unless otherwise indicated on Drawings. 19. Treat exposed edges of insulation as follows: a. Except for edges forming substrates of sealant joints, encapsulate with base coat, reinforcing mesh,and finish coat. b. Encapsulate edges forming substrates of sealant joints within EIFS or between EIFS and other work with base coat and reinforcing mesh. C. At edges trimmed by accessories, extend base coat, reinforcing mesh, and finish coat over face leg of accessories. 20. Coordinate installation of flashing and insulation to produce wall assembly that does not allow water to penetrate behind flashing and EIFS protective-coating lamina. B. Expansion Joints: Install at locations indicated, where required by EIFS manufacturer, and as follows: "? L At expansion joints in substrates behind EIFS. 2. Where EIFS adjoin dissimilar substrates,materials, and construction,including other EIFS. 3. At floor lines in multilevel wood-framed construction. ..� 4. Where wall height or building shape changes. 5. Where EIFS manufacturer requires joints in long continuous elevations. 6. Where panels abut one another. "1 Exterior Insulation and Finish System(EFIS) 07 24 00-9 60614502-AOL Hangar 4 3.07 BASE-COAT INSTALLATION: _ A. Base Coat: Apply to exposed surfaces of insulation in minimum thickness recommended in writing by EIFS manufacturer,but not less than 1/16-inch(1.6 mm)dry-coat thickness. 6. B. Reinforcing Mesh: Embed type indicated below in wet base coat to produce wrinkle-free installation with mesh continuous at corners and overlapped not less than 2-1/2 inches (64 mm) or otherwise treated at joints to comply with ASTM C1397 and EIFS manufacturer's written instructions. Do not lap reinforcing mesh within 8 inches (200 mm) of corners. Completely embed mesh, applying additional base-coat material if necessary, so reinforcing-mesh color and pattern are not visible. 1. Standard impact reinforcing mesh unless otherwise indicated. �.• C. Double-Layer Reinforcing Mesh Application: Where indicated, apply second base coat and second layer of standard impact reinforcing mesh, overlapped not less than 2-1/2 inches (64 mm) or otherwise treated at joints to comply with ASTM C1397 and EIFS manufacturer's written instructions in same manner as first application. Do not apply until first base coat has cured. D. Additional Reinforcing Mesh: Apply strip reinforcing mesh around openings extending 4 inches (100 mm) beyond perimeter. Apply additional 9-by-12-inch (230 by 300 mm) strip reinforcing mesh diagonally at corners of openings (re-entrant corners). Apply 8-inch- (200 mm) wide strip reinforcing mesh at both inside and outside corners unless base layer of mesh is lapped not less than 4 inches(100 mm)on each side of corners. 1. At aesthetic reveals,apply strip reinforcing mesh not less than 8 inches(200 mm)wide. 2. Embed strip reinforcing mesh in base coat before applying first layer of reinforcing mesh. 6w E. Foam Shapes: Fully embed reinforcing mesh in base coat. F. Double Base-Coat Application: Where indicated, apply second base coat in same manner and 6- thickness as first application except without reinforcing mesh. Do not apply until first base coat has cured. r. 3.08 FINISH-COAT INSTALLATION: A. Primer: Apply over dry base coat according to EIFS manufacturer's written instructions. L B. Finish Coat: Apply over dry base coat, maintaining a wet edge at all times for uniform appearance, in thickness required by EIFS manufacturer to produce a uniform finish of color and texture matching accepted sample and free of cold joints,shadow lines,and texture variations. 1. Texture: As selected by Engineer from manufacturer's full range. 2. Embed aggregate in finish coat according to EIFS manufacturer's written instructions to ` produce a uniform applied-aggregate finish of color and texture matching accepted sample. C. Sealer Coat: Apply over dry finish coat, in number of coats and thickness required by EIFS L manufacturer. 3.09 INSTALLATION OF JOINT SEALANTS: A. Prepare joints and apply sealants, of type and at locations indicated, to comply with applicable requirements in Division 07 Section"Joint Sealants" and in ASTM C1481. 1. Apply joint sealants after base coat has cured but before applying finish coat. 2. Clean surfaces to receive sealants to comply with indicated requirements and EIFS manufacturer's written instructions. 3. Apply primer recommended in writing by sealant manufacturer for surfaces to be sealed. _ Exterior Insulation and Finish system(EFIS) 07 24 00-10 60614052 _ i s 4. Install sealant backing to control depth and configuration of sealant joint and to prevent sealant from adhering to back of joint. 5. Apply masking tape to protect areas adjacent to sealant joints. Remove tape immediately after tooling joints,without disturbing joint seal. 6. Recess sealant sufficiently from surface of EIFS so an additional sealant application, including cylindrical sealant backing, can be installed without protruding beyond EIFS surface. 3.10 FIELD QUALITY CONTROL: A. Prefabricated Panels: Test and inspect field welds. B. Remove and replace EIFS where test results indicate that EIFS do not comply with specified requirements. i C. Prepare test and inspection reports. 3.11 CLEANING AND PROTECTION: A. Remove temporary covering and protection of other work. Promptly remove coating materials from window and door frames and other surfaces outside areas indicated to receive EIFS coatings. * * *END OF SECTION .w I i 1 i t I 1 Exterior Insulation and Finish System(EFIS) 07 24 00-11 60614502-AOL Hangar 4 L PAGE LEFT BLANK INTENTIONALLY L bw i L L L I` 1 L L L 1 L i L.. L L 07 24 00-12 60614052 Exterior Insulation and Finish system(EFIS) SECTION 07 92 00 JOINT SEALANTS r PART 1 - GENERAL 1.01 DESCRIPTION: A. Provide joint sealants as indicated and in compliance with Contract Documents. I. Section Includes: a. Urethane joint sealants. 1.02 REFERENCES: A. Following references may be included. B. ASTM International(ASTM): r 1. C920: Standard Specification for Elastomeric Joint Sealants. 2. C 1021: Standard Practice for Laboratories Engaged in Testing of Building Sealants. 3. C 1193: Standard Guide for Use of Joint Sealants. 4. C 1248: Standard Test Method for Staining of Porous Substrate by Joint Sealants. 5. C1311: Standard Specification for Solvent Release Sealants. 6. C1330: Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid-Applied --� Sealants. 7. C 1521: Standard Practice for Evaluating Adhesion of Installed Weatherproofing Sealant Joints. 1.03 PRECONSTRUCTION TESTING: r A. Preconstruction Compatibility and Adhesion Testing: Submit to joint-sealant manufacturers, for testing indicated below,samples of materials that will contact or affect joint sealants. I. Use manufacturer's standard test method to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. 2. Submit not fewer than eight(8)pieces of each kind of material, including joint substrates, shims, joint-sealant backings,secondary seals,and miscellaneous materials. 3. Schedule sufficient time for testing and analyzing results to prevent delaying the Work. 4. For materials failing tests, obtain joint-sealant manufacturer's written instructions for corrective measures including use of specially formulated primers. 5. Testing will not be required if joint-sealant manufacturers submit joint preparation data that are based on previous testing, not older than 24 months, of sealant products for adhesion to, and compatibility with,joint substrates and other materials matching those submitted. 1.04 SUBMITTALS A. Submit the following shop drawings if requested by Engineer. B. Product Data: For each joint-sealant product indicated. C. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. Joint Sealants 07 92 00-1 60614052-ALO Hangar 4 4 i• D. Joint-Sealant Schedule: Include the following information: 1. Joint-sealant application,joint location,and designation. 2. Joint-sealant manufacturer and product name. 3. Joint-sealant formulation. 4. Joint-sealant color. E. Qualification Data: For qualified Installer 6' F. Product Certificates: For each kind of joint sealant and accessory,from manufacturer. G. Sealant, Waterproofing, and Restoration Institute (SWRI) Validation Certificate: For each sealant specified to be validated by SWRI's Sealant Validation Program. H. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, indicating that sealants comply with requirements. L Warranties: Sample of special warranties. 1.05 QUALITY ASSURANCE: A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. B. Source Limitations: Obtain each kind of joint sealant from single source from single manufacturer. L C. Preinstallation Conference: Conduct conference at Project site. 1.06 PROJECT CONDITIONS: A. Do not proceed with installation of joint sealants under the following conditions: ` I. When ambient and substrate temperature conditions are outside limits permitted by joint-sealant �. manufacturer. 2. When joint substrates are wet. e allowed by joint-sealant manufacturer for applications 3. Where joint widths are less than thos indicated. 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. 1.07 WARRANTY: A. Special Installer's Warranty: Manufacturer's standard form in which Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. I. Warranty Period: Five years from date of Substantial Completion. B. Special Manufacturer's Warranty: Manufacturer's standard form in which joint-sealant manufacturer agrees to furnish joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: 5 years from date of Substantial Completion. C. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following: Joint Sealants 07 92 00-2 60614052-ALO Hangar 4 i i' 1. Movement of the structure caused by structural settlement or errors attributable to design or construction resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression. 2. Disintegration of joint substrates from natural causes exceeding design specifications. 3. Mechanical damage caused by individuals,tools,or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2- PRODUCTS 2.01 MATERIALS, GENERAL: ^ A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint- sealant manufacturer,based on testing and field experience. B. Stain-Test-Response Characteristics: Where sealants are specified to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C1248 and have not stained porous joint substrates indicated for Project. C. Colors of Exposed Joint Sealants: Selected by Engineer from manufacturer's full range. 2.02 URETHANE JOINT SEALANTS: A. High-performance,high-movement,low VOC,movement capability of+1001-50%,ASTM C920,Type S. Grade NS,Class 50,Use NT,T,M,A,O,I,Fed Spec TT-S-00230C,Class A, Type II. 1. Products: -� a. Tremco Incorporated Dymonic 100 (Basis of Design) Sika Corporation, Construction j Products Division. b. BASF Building Systems 2.02 JOINT SEALANT BACKING: A. General: Provide sealant backings of material that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. 2.03 MISCELLANEOUS MATERIALS: A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated,as determined from preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way and formulated to promote optimum adhesion of sealants to joint substrates. C. Masking Tape: Nonstaining,nonabsorbent material compatible with joint sealants and surfaces adjacent ..� to joints. ^ Joint Sealants 07 92 00-3 60614052-ALO Hangar 4 t L PART 3 - EXECUTION 3.01 EXAMINATION: A. Examine joints indicated to receive joint sealants,with Installer present,for compliance with requirements for joint configuration,installation tolerances,and other conditions affecting joint-sealant performance. a B. Proceed with installation only after unsatisfactory conditions have been corrected. r.. 3.02 PREPARATION: A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: i 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants,oil,grease,waterproofing, water repellents,water,surface dirt,and frost. 2. Clean porous joint substrate surfaces by brushing,grinding,mechanical abrading,or a combination of these methods to produce a clean,sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following: 16 . a. Masonry. b. Exterior insulation and finish systems. Confirm compatibility with EFIS and sealant manufacturer. 3. Remove laitance and form-release agents from concrete. 4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates,or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following: *AW a. Metal. b. Glass. B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated L by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint- sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 1 6- 3.03 INSTALLATION OF JOINT SEALANTS: A. General: Comply with joint-sealant manufacturer's written installation instructions for products and �.. applications indicated,unless more stringent requirements apply.' B. Sealant Installation Standard: Comply with recommendations in ASTM C1193 for use of joint sealants as applicable to materials,applications,and conditions indicated. C. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum �. sealant movement capability. Joint Sealants 07 92 00-4 60614052-ALO Hangar 4 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch,twist,puncture,or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants an i of joints. d backs E. Install sealants using proven techniques that comply with the following and at the same time backings are j — installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. .-. F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth,uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor —, sealants or adjacent surfaces. 3. Provide concave joint profile per Figure 8A, flush joint profile where indicated per Figure 8B or recessed joint configuration of recess depth and at locations indicated per Figure 8C in ASTM C1193,as approved. G. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.04 PROTECTION: A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion . If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work. 3.05 JOINT-SEALANT SCHEDULE: A. Joint-Sealant Application: Interior and exterior joints in vertical and horizontal nontraffic surfaces 1. Joint Locations: a. Control and expansion joints in unit masonry. b. Joints in exterior insulation and fmish systems. C. Perimeter joints between materials listed above and frames of doors,windows and,louvers , 2. Urethane Joint Sealant: High performance,high movement,single component. •. 3. Joint-Sealant Color As selected by Engineer from manufacturer's full range of colors ,I * * *END OF SECTION Joint Sealants 07 92 00-5 60614052-ALO Hangar 4 ` f i i i PAGE LEFT BLANK INTENTIONALLY j L E i L : i L Joint Sealants 07 92 00-6 60614052-ALO Hangar 4 SECTION 08 51 13 ALUMINUM WINDOWS PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish and install aluminum architectural windows complete with hardware and related components as shown on drawings and specified in this section. B. Glass and Glazing 1. All units shall be factory glazed. C. Single Source Requirement 1. All products listed in Section 2.01 shall be by the same manufacturer. 1.02 RELATED WORK A. None 1.03 LABORATORY TESTING AND PERFORMANCE REQUIREMENTS A. Test Units 1. Air,water, and structural test unit shall conform to requirements set forth in AAMA/WDMA/CSA 101/I.S.2/A440—08 and manufacturer's standard locking/operating hardware and insulated glazing configuration. 2. Thermal test unit sizes shall be 47.25" (1200 mm)x 59.125"(1502). Unit shall consist of a single typical fixed window. i B. Test Procedures and Performances i 1. Windows shall conform to all AAMA/WDMA/CSA 101/I.S.2/A440 — 08 requirements for the window type referenced in 1.01.B. In addition, the following specific performance requirements j shall be met. + 2. Air Infiltration Test a. Test unit in accordance with ASTM E 283 at a static air pressure difference of 6.24 psf(300 Pa). b. Air infiltration shall not exceed.06 cfin/SF(.301/s•m2)of unit. 3. Water Resistance Test i i a. Test unit in accordance with ASTM E 331/ASTM E 547 at a static air pressure difference of 12.0 psf(580 Pa). j b. There shall be no uncontrolled water leakage. 4. Uniform Load Structural Test 3 a. Test unit in accordance with ASTM E 330 at a static air pressure difference of 210.0 psf (10080 Pa),both positive and negative. b. At conclusion of test there shall be no glass breakage or permanent damage. i i k Aluminum Windows 08 51 13-1 60624502-AOL Hangar 4 5. Forced Entry Resistance a. Sliding glass doors shall be tested in accordance to ASTM F 588 or AAMA 1303.5 and meet the requirements of performance level 40. 6. Condensation Resistance Test(CRF) a. Test unit in accordance with AAMA 1503.1. b. Condensation Resistance Factor (CRF) shall not be less than 71 (frame)when glazed with 0.24 center of glass U-Factor. 7. Condensation Resistance(CR) a. With ventilators closed and locked,test unit in accordance with NFRC 500-2010. b. Condensation Resistance(CR)shall not be less than 49 when glazed with 0.24 center of glass U-Factor. 8. Thermal Transmittance Test(Conductive U-Factor) a. With ventilators closed and locked,test unit in accordance with NFRC 100-2010. b. Conductive thermal transmittance (U-Factor) shall not be more than 0.35 BTU/hr•ft2•°F L (1.99 W/mz•K)when glazed with 0.24 center of glass U-Factor. i C. Project Wind Loads 1. The system shall be designed to withstand the following loads normal to the plane of the wall: l a. Positive pressure of 20 psf(958 Pa)at non-corner zones. L b. Negative pressure of 20 psf(958 Pa)at non-corner zones. 1.04 FIELD TESTING AND PERFORMANCE REQUIREMENTS A. None 1.05 QUALITY ASSURANCE A. Provide test reports from AAMA accredited laboratories certifying the performance as specified in 1.05. B. Test reports shall be accompanied by the window manufacturer's letter of certification, stating the tested 6- window meets or exceeds the referenced criteria for the appropriate window type. 4 1.06 SUBMITTALS L A. Contractor shall submit shop drawings;finish samples,test reports,and warranties. 1. Samples of materials as may be requested without cost to owner,i.e.,metal,glass,fasteners,anchors, �— frame sections,mullion section,corner section,etc. 1 B. An NFRC Component Modeling Approach (CMA) generated label certificate shall be provided by the manufacturer. The label certificate shall be project specific and will contain the thermal performance ratings of the manufacturer's framing combined with the specified glass, and the glass spacer used in the fabrication of the glass,at NFRC standard test size as defined in table 4-3 in NFRC 100-2010. L. 1.07 Warranties i L Aluminum Windows 0851 13-2 60624502-AOL Hangar 4 L A. Total Window Installation 1. The responsible contractor shall assume full responsibility and warrant for one year the satisfactory performance of the total window installation which includes that of the windows,hardware, glass (including insulated units),glazing,anchorage and setting system,sealing,flashing,etc.,as it relates to air,water,and structural adequacy as called for in the specifications and approved shop drawings. 2. Any deficiencies due to such elements not meeting the specifications shall be corrected by the y responsible contractor at their expense during the warranty period. B. Window Material and Workmanship 1. Provide written guarantee against defects in material and workmanship for 5 year, from the date of final shipment. C. Glass 1. Provide written warranty for insulated glass units that they will be free from obstruction of vision as a result of dust or film formation on the internal glass surfaces caused by failure of the hermetic seal due to defects in material and workmanship. 2. Warranty period shall be for 10(ten)years. D. Finish 1. Warranty period shall be for 10 years from the date of final shipment. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. EFCO Series 325 Thermal AW-PG140-FW Grade Fixed Windows(Basis of Design) B. Other approved manufactures are Kawneer OptiQ AA4325. Wausau Series 3250i. 1. A sample window,3 6"(914 mm)x 24"(610 mm)single unit,as per requirements of architect. 2. Test reports documenting compliance with requirements of Section 1.05. ... 3. A CMAST(Component Modeling Approach Software Tool)Bid Report must be provided to ensure energy code compliance with specified glazing. 2.01 Materials A. Aluminum 1. Extruded aluminum shall be 6063-T6 alloy and tempered. B. Glass 1. Glass shall be dual glazed with blinds and interior access panel consisting of: a. Exterior lite— %4" thick, clear tempered glass, with a surface coating of Guardian SN68 on .� the number 2 surface. b. 1"aluminum blinds in an enamel finish. 1. The head and sill rails for shall be extruded aluminum. 2. All tilting of blinds shall be operable without opening the interior panel. I Aluminum Windows 08 51 13-3 60624502-AOL Hangar 4 C. Interior lite-'/4"thick,clear tempered glass. d. Interior removable panel to be glazed with'/4"clear tempered. C. Thermal Barrier 1. All exterior aluminum shall be separated from interior aluminum by a rigid, structural thermal barrier. For purposes of this specification, a structural thermal barrier is defined as a system that shall transfer shear during bending and,therefore,promote composite action between the exterior and interior extrusions. 2. The thermal barrier shall be thermal struts, consisting of glass reinforced polyamide nylon, mechanically crimped in raceways extruded in the exterior and interior extrusions. 3. Poured and debridged urethane thermal barriers shall not be permitted. D. Thermal Barrier 1. Provide receptor at the head,jambs and subsill. Extruded aluminum sills to be integrated into the subsill system and provided by the window manufacturer. Break metal will not be acceptable. 2.02 Fabrication A. General 6. 1. All aluminum frame extrusions shall have a minimum wall thickness of.125"(3 mm). 2. Depth of frame shall not be less than 3 1/4"(83 mm). B. Frame I 1. Frame components shall be mechanically fastened. `. 2. Frame components shall be mechanically fastened with screw spline construction. C. Glazing 1. All units shall be glazed with the manufacturer's standard sealant process provided the glass is held in place by a removable,extruded aluminum,glazing bead. The glazing bead must be isolated from the glazing material by a gasket. L 2. All units shall be glazed with a minimum of 1/2"glass bite. D. Finish 1. Anodic f a. Finish all exposed areas of aluminum windows and components with electrolytically deposited color in accordance with Aluminum Association Designation AA-M10-C22 Color shall be Medium Bronze(verify to match existing). PART 3 EXECUTION 3.01 Inspection A. Job Conditions 1. Verify that openings are dimensionally within allowable tolerances,plumb,level, clean,provide a solid anchoring surface,and are in accordance with approved shop drawings. 08 51 13-4 60624502-AOL Hangar 4 Aluminum Windows '—` i 3.02 Installation A. Use only skilled tradesmen with work done in accordance with approved shop drawings and specifications. B. Plumb and align window faces in a single plane for each wall plane, and erect windows and materials _.. square and true.Adequately anchor to maintain positions permanently when subjected to normal thermal movement,specified building movement,and specified wind loads. C. Furnish and apply sealants to provide a weather tight installation at all joints and intersections and at opening perimeters.Wipe off excess material and leave all exposed surfaces and joints clean and smooth. 3.03 Anchorage A. Adequately anchor to maintain positions permanently when subjected to normal thermal movement, specified building movement,and specified wind loads. 3.04 Protection and Cleaning A. After completion of window installation,windows shall be inspected,adjusted,put into working order and left clean, free of labels, dirt, etc. Protection from this point shall be the responsibility of the general contractor. * * * END OF SECTION Aluminum Windows 08 51 13-5 60624502-AOL Hangar 4 PAGE LEFT BLANK INTENTIONALLY .. r.. w_ Aluminum Windows 08 51 13-6 60624502-AOL Hangar 4 SECTION 09 29 00 DRYWALL(GYPSUM BOARD)CONSTRUCTION PART 1 - GENERAL 1.01 DESCRIPTION: A. Provide gypsum board and accessories as indicated, to match existing in thickness and fire-rating and in 1 compliance with Contract Documents. B. Section Includes: 1. Interior gypsum board. 1.02 REFERENCES: A. References may be included in specification. B. ASTM International(ASTM): 1. 13221/13221M: Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire,Profiles,and Tubes 2. C423: Standard Test Method for Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method 3. C475/C475M: Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum .., Board 4. C665: Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing 5. C840: Standard Specification for Application and Finishing of Gypsum Board 6. C919: Standard Practice for Use of Sealants in Acoustical Applications 7. C954: Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in.(0.84 mm)to 0.112 in.(2.84 mm)in Thickness 8. C1002: Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs 9. C 1047: Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base 10. C 1278/C 1278M: Standard Specification for Fiber-Reinforced Gypsum Panel 11. C1396/C1396M: Standard Specification for Gypsum Board 12. E84: Standard Test Method for Surface Burning Characteristics of Building Materials 13. E90: Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements 14. E119: Standard Test Methods for Fire Tests of Building Construction and Materials 15. E413: Classification for Rating Sound Insulation SUBMITTALS: A. Product Data: For each type of product as directed by Engineer. 1.04 DELIVERY STORAGE AND HANDLING: A. Store materials inside under cover and keep them dry and protected against weather,condensation, direct sunlight, construction traffic, and other potential causes of damage. Stack panels flat and supported on '— risers on a flat platform to prevent sagging. 1.05 PROJECT/SITE CONDITIONS: Drywall Construction 09 29 00-1 60624052-AOL Hangar 4 i 1 i A. Environmental Limitations: Comply with ASTM C840 requirements or gypsum board manufacturer's ` written recommendations,whichever are more stringent. B. Do not install paper-faced gypsum panels until installation areas are enclosed and conditioned. C. Do not install panels that are wet,those that are moisture damaged,and those that are mold damaged. I. Indications that panels are wet or moisture damaged include,but are not limited to, discoloration, sagging,or irregular shape. 2. Indications that panels are mold damaged include,but are not limited to,fuzzy or splotchy surface contamination and discoloration. PART 2- PRODUCTS 2.01 PERFORMANCE REQUIREMENTS: A. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E119 by an independent testing agency. G j 2.02 GYPSUM BOARD,GENERAL:A. Size: Provide maximum lengths and widths available that will minimize joints in each area and that i correspond with support system indicated. L 2.03 INTERIOR GYPSUM BOARD: s i A. Manufacturers: �- I. American Gypsum. 2. CertainTeed Corp. L. 3. Georgia-Pacific Gypsum LLC. 4. National Gypsum Company. 5. USG Corporation. B. Gypsum Wallboard: ASTM C1396/C1396M. 1. Thickness: 1/2 inch(12.7 mm). 2. Long Edges:Tapered and featured(rounded or beveled)for prefilling. — C. Gypsum Board,Type X: ASTM C1396/C1396M. 1. Thickness: 5/8 inch(15.9 mm). 2. Long Edges: Tapered and featured(rounded or beveled)for prefilling. 2.04 TRIM ACCESSORIES: A. Interior Trim: ASTM C1047. 1. Material: Galvanized or aluminum-coated steel sheet or rolled zinc 2. Shapes: a. Cornerbead. b. L-Bead: L-shaped;exposed long flange receives joint compound. C. Expansion(control)joint. Drywall Construction 09 29 00-2 60624052-AOL Hangar 4 — 2.05 JOINT TREATMENT MATERIALS: A. General: Comply with ASTM C475/C475M. B. Joint Tape: 1. Interior Gypsum Board: Paper. .., C. Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints,rounded or beveled panel edges,and damaged surface areas,use setting- type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints,fasteners,and trim flanges, use drying-type,all-purpose compound. •., 3. Fill Coat: For second coat,use drying-type,all-purpose compound. 4. Finish Coat: For third coat,use drying-type,all-purpose compound. 5. Skim Coat: For final coat of Level 5 finish,use drying-type,all-purpose compound. 2.06 AUXILIARY MATERIALS: jA. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. 1. Laminating adhesive shall have a VOC content of 50 g/L or less when calculated according to 40 CFR 59,Subpart D(EPA Method 24). C. Steel Drill Screws: ASTM C1002,unless otherwise indicated. 1. Use screws complying with ASTM C954 for fastening panels to steel members from 0.033 to 0.112 "! inch(0.84 to 2.84 mm)thick. 2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer. D. Sound Attenuation Blankets: ASTM C665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass,slag wool,or rock wool. 1. Fire-Resistance-Rated Assemblies Comply with mineral-fiber requirements of assembly. 2. Non fire-resistive:Use same product as fire-resistance rated walls,minimum 1-hr. E. Acoustical Joint Sealant: Manufacturer's standard nonsag,paintable,nonstaining latex sealant complying with ASTM C834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E90. 1. Products: a. Accumetric LLC;BOSS 824 Acoustical Sound Sealant. b. Grabber Construction Products;Acoustical Sealant GSC. C. Pecora Corporation.AC-20 FTR. d. Specified Technologies,Inc.;Smoke N Sound Acoustical Sealant. e. USG Corporation; SHEETROCK Acoustical Sealant. Drywall Construction 09 29 00-3 60624052-AOL Hangar 4 r.. 4 it 2. Acoustical joint sealant shall have a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D(EPA Method 24). F. Thermal Insulation: As specified in Division 07'Building Insulation"Section. 2.07 TEXTURE FINISHES: A. Primer: As recommended by textured finish manufacturer. B. Polystyrene Aggregate Ceiling Finish: Water-based,job-mixed,polystyrene aggregate finish with flame- spread and smoke-developed indexes of not more than 25 when tested according to ASTM E84. 1. Products: a. Georgia-Pacific Gypsum LLC;ToughRock Ceiling Textures/Polystyrene. b. National Gypsum Company;ProForm Perfect Spray. C. USG Corporation;SHEETROCK Ceiling Spray Texture,QT. 2. Texture: Match existing C. Aggregate Wall Finish: Water-based, job-mixed, aggregated, drying-type texture finish for spray application. 1. Products: a. CertainTeed Corp.;ProRoc Wall and Ceiling Spray Texture. b. Georgia-Pacific Gypsum LLC;ToughRock Ceiling TexturesNermiculite. C. USG Corporation; SHEETROCK Wall and Ceiling Spray Texture(Aggregated). r.. 2. Texture: As approved.Match adjacent surfaces. D. Non-Aggregate Finish: Pre-mixed,vinyl texture finish for spray application. '- 1. Products: a. CertainTeed Corp.;ProRoc Easi-Tex Spray Texture. b. National Gypsum Company;Perfect Spray EM Texture. C. USG Corporation;BEADEX FasTex Wall and Ceiling Spray Texture. 2. Texture:As approved. i 0 PART 3 - EXECUTION 3.01 EXAMINATION: A. Examine areas and substrates including welded hollow-metal frames,reused framing and existing framing, with Installer present,for compliance with requirements and other conditions affecting performance. 4 B. Examine panels before installation. Reject panels that are wet,moisture damaged,and mold damaged. ` C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 APPLYING AND FINISHING PANELS,GENERAL: I Drywall Construction 09 29 00-4 60624052-AOL Hangar 4 A. Comply with ASTM C840. B. Install ceiling panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C. Install panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch(1.5 mm)of open space between panels. Do not force into place. -, D. Locate edge and end joints over supports, except in ceiling applications where intermediate su orts or gypsum board back-blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at comers of framed openings. i E. Form control and expansion joints with space between edges of adjoining gypsum panels. 1 F. Cover both faces of support framing with gypsum panels in concealed spaces(above ceilings,etc.),except in chases braced internally. 1. Unless concealed application is indicated or required for sound,fire,air,or smoke ratings,coverage may be accomplished with scraps of not less than 8 sq.ft.(0.7 sq.m)in area. 2. Fit gypsum panels around ducts,pipes,and conduits. 3. Where partitions intersect structural members projecting below underside of floor/roof slabs and .� decks,cut gypsum panels to fit profile formed by structural members;allow 1/4-to 3/8-inch-(6-to 10-mm)wide joints to install sealant. G. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments, except floors. Provide 1/4-to 1/2-inch- (6-to 13-mm)wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. H. Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached to open (unsupported)edges of stud flanges first. I. Wood Framing: If existing or new wood framing is used, it must be inspected and approved as non- combustible and meet Type IIB Building Construction criteria.Install gypsum panels over approved wood framing, with floating internal corner construction. Do not attach gypsum panels across the flat grain of .., wide-dimension lumber, including headers. Float gypsum panels over these members or provide control joints to counteract wood shrinkage. J. Install sound attenuation blankets before installing gypsum panels unless blankets are readily installed after panels have been installed on one side. 3.03 APPLYING INTERIOR GYPSUM BOARD: A. Install interior gypsum board in the following locations: I. Wallboard Type: As indicated on Drawings B. Single-Layer Application: On ceilings, apply gypsum panels before wall/partition board application to greatest extent possible and at right angles to framing unless otherwise indicated. 2. On partitions/walls, apply gypsum panels vertically (parallel to framing) or horizontally (perpendicular to framing)unless otherwise indicated or required by fire-resistance-rated assembly, and minimize end joints. Drywall Construction 09 29 00-5 60624052-AOL Hangar 4 i r.. a. Stagger abutting end joints not less than one framing member in alternate courses of panels. b. At high walls, install panels horizontally unless otherwise indicated or required by fire- resistance-rated assembly. .� 3. On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end joints. Locate edge joints over furring members. 4. Fastening Methods: Apply gypsum panels to supports with steel drill screws. 3.04 INSTALLING TRIM ACCESSORIES: A. General: For trim with back flanges intended for fasteners,attach to framing with same fasteners used for panels. Otherwise,attach trim according to manufacturer's written instructions. B. Control Joints: Install control joints according to ASTM C840 C. Interior Trim: Install in the following locations: 1. Comerbead: Use at outside corners unless otherwise indicated. 2. LC-Bead: Use at exposed panel edges. 3.05 FINISHING GYPSUM BOARD: A. General: Treat gypsum board joints,interior angles,edge trim,control joints,penetrations,fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints,rounded or beveled edges,and damaged surface areas. C. Apply joint tape over gypsum board joints,except for trim products specifically indicated as not intended to receive tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C840: �— 1. Level 1: Ceiling plenum areas,concealed areas,and where indicated. 3.06 Level 4: At wall or ceiling panel surfaces that will be exposed to view unless otherwise indicated. Level 5: Where indicated on Drawings. APPLYING TEXTURE FINISHES: A. Surface Preparation and Primer: Prepare and apply primer to gypsum panels and other surfaces receiving texture finishes. Apply primer to surfaces that are clean,dry,and smooth. B. Texture Finish Application: Mix and apply finish using powered spray equipment,to produce a uniform texture free of starved spots or other evidence of thin application or of application patterns. ` C. Prevent texture finishes from coming into contact with surfaces not indicated to receive texture finish by covering them with masking agents, polyethylene film, or other means. If, despite these precautions, texture finishes contact these surfaces, immediately remove droppings and overspray to prevent damage �. according to texture-finish manufacturer's written recommendations. I 3.07 PROTECTION: i A. Protect adjacent surfaces from drywall compound and promptly remove from floors and other non-drywall surfaces. Repair surfaces stained,marred,or otherwise damaged during drywall application. r B. Protect installed products from damage from weather,condensation,direct sunlight,construction,and other causes during remainder of the construction period. Drywall Construction 09 29 00-6 60624052-AOL Hangar 4 _ C. Remove and replace panels that are wet,moisture damaged,and mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging,or irregular shape. 2. Indications that panels are mold damaged include,but are not limited to,fuzzy or splotchy surface contamination and discoloration. END OF SECTION "1 011 i l Y i 7 I� i t �j I 1 1 Drywall Construction 09 29 00-7 60624052-AOL Hangar 4 PAGE LEFT BLANK INTENTIONALLY s a Drywall Construction 09 29 00-8 60624052-AOL Hangar 4 SECTION 09 51 13 ACOUSTICAL PANEL CEILINGS w PART I - GENERAL 1.01 DESCRIPTION: A. Provide suspended acoustical ceilings, mechanical suspension system and accessories; as indicated to j match existing installation and in compliance with Contract Documents. 1.02 REFERENCES: A. References which may be used. B. ASTM International(ASTM): r 1. A580/A580M: Standard Specification for Stainless Steel Wire. 2. A653/A653M: Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated(Galvannealed)by the Hot-Dip Process. 3. C635/C635M: Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems or Acoustical Tile and Lay-in Panel Ceilings 4. C636/C636M: Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels 5. C834: Standard Specification for Latex Sealants 6. E84: Standard Test Method for Surface Burning Characteristics of Building Materials 7. E90: Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements 8. E 1190: Standard Test Methods for Strength of Power-Actuated Fasteners Installed in Structural Members 9. E 1264: Standard Classification for Acoustical Ceiling Products 10. G21: Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi 1.03 DEFINITIONS: A. CAC: Ceiling Attenuation Class B. LR:Light Reflectance C. NRC:Noise Reduction Coefficient. i 1.04 SUBMITTALS: i A. Product Data: For each type of product as directed by Engineer. B. Samples: I. For verification. a. Acoustical Panel: Set of 6-inch-(150-mm-)square b. Samples of each type,color pattern,and texture. "' C. Exposed Suspension-System Members, Moldings, and Trim: Set of 6-inch- (150-mm-) long Samples of each type,fmish,and color. C. Maintenance Data: For fmishes to include in maintenance manuals. Acoustical Panel Ceilings 0951 13-1 60614502-AOL Hangar 4 1. Furnish extra materials that match products installed and that are packaged with protective _ covering for storage and identified with labels describing contents. a. Acoustical Ceiling Panels: Ten(10)full-size panels. 1.05 DELIVERY STORAGE AND HANDLING: A. Deliver acoustical panels, suspension-system components, and accessories to Project site in original, unopened packages and store them in a fully enclosed, conditioned space where they will be protected against damage from moisture, humidity, temperature extremes, direct sunlight, surface contamination, and other causes. B. Before installing acoustical panels, permit them to reach room temperature and a stabilized moisture content. C. Handle acoustical panels carefully to avoid chipping edges or damaging units in any way. 1.06 PROJECT/SITE CONDITIONS: A. Environmental Limitations: Do not install acoustical panel ceilings until spaces are enclosed and weatherproof, wet work in spaces is complete and dry, work above ceilings is complete, and ambient ... temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. i PART 2- PRODUCTS 2.01 PERFORMANCE REQUIREMENTS: A. Surface-Burning Characteristics: Comply with ASTM E84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Flame-Spread Index: Comply with ASTM E1264 for Class A materials. 2. Smoke-Developed Index: 450 or less. B. Fire-Resistance Ratings: Comply with ASTM E119; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. - 1. Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another .. qualified testing agency. 1 2.02 ACOUSTICAL PANELS,GENERAL: .. A. Source Limitations: s i 1. Acoustical Ceiling Panel: Obtain each type from single source from single manufacturer. �. 2. Suspension System: Obtain each type from single source from single manufacturer. stical ceiling panel and supporting suspension system from B. Source Limitations: Obtain each type of acou single source from single manufacturer. C. Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated that comply with ASTM E1264 classifications as designated by types, patterns, acoustical ratings, and light reflectances unless otherwise indicated. w Acoustical Panel Ceilings 0951 13-2 60614502-AOL Hangar 4 D. Acoustical Panel Colors and Patterns: Match existing appearance in each room. --+ 1. Where appearance characteristics of acoustical panels or grid are not available, provide products selected by Engineer from each manufacturer's full range that are similar in Engineer's judgement. 2.03 ACOUSTICAL PANELS: A. Manufacturers: i r.. 1. Armstrong World Industries,Inc. 2. CertainTeed Corp. 3. Chicago Metallic Corporation. 4. USG Interiors,Inc.; Subsidiary of USG Corporation. 5. Classification: Provide panels complying with ASTM E1264 for type, form, and pattern, match existing and meet criteria listed below:.fine texture. 6. Pattern:Match existing. B. Color: White. C. LR: Not less than 0.85. 07 j D. NRC: Not less than 0.75. �. E. CAC: Not less than 35. F. AC: Not less than 170. G. Edge/Joint Detail: Match existing. H. Thickness Match existing Modular Size: Match existing. 1. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide acoustical panels treated with manufacturer's standard antimicrobial formulation that inhibits fungus, mold, mildew, and gram- positive and gram-negative bacteria and showing no mold, mildew, or bacterial growth when tested according to ASTM D3273 and evaluated according to ASTM D3274 or ASTM G21. 2.04 METAL SUSPENSION SYSTEMS,GENERAL: A. Metal Suspension-System Standard: Provide manufacturer's standard direct-hung metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable requirements in ASTM C635/C635M. 1. High-Humidity Finish: Comply with ASTM C635/C635M requirements for "Coating Classification for Severe Environment Performance"where high-humidity finishes are indicated. B. Attachment Devices: Size for five times the design load indicated in ASTM C635/C635M, Table 1, "Direct Hung,"unless otherwise indicated. Comply with seismic design requirements. "1 C. Wire Hangers,Braces,and Ties: Provide wires complying with the following requirements: 1. Stainless-Steel Wire: ASTM A580/A580M,Type 304,nonmagnetic. 2. Size: Select wire diameter so its stress at three times hanger design load (ASTM C635/C635M, Table 1, "Direct Hung")will be less than yield stress of wire D. Acoustical Soffit: Manufacturer's standard acoustical soffit system. See drawings for location and sizes. Include universal hold down clip for ceiling panels and exposed tee grid system members as required. i Acoustical Panel Ceilings 09 51 13-3 60614502-AOL Hangar 4 i 2.05 METAL SUSPENSION SYSTEM: A. Manufacturers: L.. 1. Armstrong World Industries,Inc. 2. CertainTeed Corp. 3. Chicago Metallic Corporation. 4. USG Interiors,Inc.; Subsidiary of USG Corporation. B. Wide-Face, Capped, Double-Web, Hot-Dip Galvanized, G60 (Z180), Steel Suspension System: Main and cross runners roll formed from cold-rolled steel sheet; hot-dip galvanized according to ASTM A653/A653M, G60 (Z180) coating designation; with prefnished, cold-rolled, 15/16-inch- (24- mm-)wide aluminum caps on flanges. 1. Structural Classification: Heavy-duty system. 2. Face Design: Flat,flush. 3. Face Finish: Painted color to match existing in that room. 2.06 METAL EDGE MOLDINGS AND TRIM: A. Manufacturers: .. 1. Armstrong World Industries,Inc. 2. CertainTeed Corp. 3. Chicago Metallic Corporation. L" 4. Fry Reglet Corporation. 5. USG Interiors,Inc.; Subsidiary of USG Corporation. B. Roll-Formed, Sheet-Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, L manufacturer's standard moldings for edges and penetrations that comply with seismic design requirements; formed from sheet metal of same material, finish, and color as that used for exposed 1 flanges of suspension-system runners. 6. 1. Provide manufacturer's standard edge moldings that fit acoustical panel edge details and suspension systems indicated and that match width and configuration of exposed runners unless otherwise indicated. 2. For lay-in panels.Match existing edge details. 3. For circular penetrations of ceiling, provide edge moldings fabricated to diameter required to fit penetration exactly. 2.07 ACOUSTICAL SEALANT: A. Products: 1. Acoustical Sealant for Exposed and Concealed Joints: a. Pecora Corporation;AC-20 FTR Acoustical and Insulation Sealant. b. USG Corporation;SHEETROCK Acoustical Sealant. B. Acoustical Sealant: Manufacturer's standard sealant complying with ASTM C834 and effective in ` reducing airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E90. 1. Exposed and Concealed Joints: Nonsag,paintable,nonstaining latex sealant. Acoustical Panel Ceilings 0951 13-4 60614502-AOL Hangar 4 2. Concealed Joints: Nondrying, nonhardening, nonskanning, nonstaining, gunnable, synthetic- rubber sealant. PART 3 - EXECUTION 3.01 EXAMINATION: A. Examine substrates,areas,and conditions,including structural framing to which acoustical panel ceilings —. attach or abut, with Installer present, for compliance with requirements specified in this and other Sections that affect ceiling installation and anchorage and with requirements for installation tolerances and other conditions affecting performance of acoustical panel ceilings. B. Examine acoustical panels before installation. Reject acoustical panels that are wet, moisture damaged, or mold damaged. i C. Proceed with installation only after unsatisfactory conditions have been corrected. I 3.02 PREPARATION: A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. Avoid using less-than-half-width panels at borders and comply with layout shown on reflected ceiling plans. 3.03 INSTALLATION: 3 A. General: Install acoustical panel ceilings to comply with ASTM C636/C636M and seismic design requirements indicated, according to manufacturer's written instructions and CISCA's "Ceiling Systems Handbook." ..� B. Suspend ceiling hangers from building's structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structure or of ceiling suspension system. 2. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing,countersplaying,or other equally effective means. 3. Where width of ducts and other construction within ceiling plenum produces hanger spacings that ..� interfere with location of hangers at spacings required to support standard suspension-system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. 4. Secure wire hangers to ceiling-suspension members and to supports above with a minimum of three tight turns. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure and appropriate for substrate and that will not deteriorate or otherwise fail due to age,corrosion,or elevated temperatures. 5. Secure flat, angle, channel, and rod hangers to structure, including intermediate framing members, I by attaching to inserts, eye screws, or other devices that are secure and appropriate for both the structure to which hangers are attached and the type of hanger involved. Install hangers in a manner that will not cause them to deteriorate or fail due to age, corrosion, or elevated temperatures. 6. Do not support ceilings directly from permanent metal forms or floor deck. Fasten hangers to cast-in-place hanger inserts, post installed mechanical or adhesive anchors, or power-actuated fasteners that extend through forms into concrete. 7. When steel framing does not permit installation of hanger wires at spacing required, install carrying channels or other supplemental support for attachment of hanger wires. 8. Do not attach hangers to steel deck tabs. -� 9. Do not attach hangers to steel roof deck. Attach hangers to structural members. i Acoustical Panel Ceilings 0951 13-5 60614502-AOL Hangar 4 10. Space hangers not more than 48 inches (1200 mm) o.c. along each member supported directly from hangers unless otherwise indicated;provide hangers not more than 8 inches(200 mm) from ends of each member. 11. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards and publications. C. Secure bracing wires to ceiling suspension members and to supports with a minimum of four tight turns. Suspend bracing from building's structural members as required for hangers, without attaching to permanent metal forms, steel deck, or steel deck tabs. Fasten bracing wires into concrete with cast-in- place or post installed anchors. , D. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. 1. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings before they are installed. 2. Screw attach moldings to substrate at intervals not more than 16 inches (400 min) o.c. and not - more than 3 inches (75 mm)from ends, leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet(3.2 mm in 3.6 m). Miter corners accurately and connect securely. 3. Do not use exposed fasteners,including pop rivets,on moldings and trim. E. Install suspension-system runners so they are square and securely interlocked with one another. Remove ... and replace dented,bent,or kinked members. F. Install acoustical panels with undamaged edges and fit accurately into suspension-system runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat,precise fit. 1. For square-edged panels, install panels with edges fully hidden from view by flanges of - suspension-system runners and moldings. L. 2. For reveal-edged panels on suspension-system runners,install panels with bottom of reveal in firm contact with top surface of runner flanges. 3. For reveal-edged panels on suspension-system members with box-shaped flanges, install panels with reveal surfaces in firm contact with suspension-system surfaces and panel faces flush with �— bottom face of runners. 4. Paint cut edges of panel remaining exposed after installation; match color of exposed panel surfaces using coating recommended in writing for this purpose by acoustical panel manufacturer. �. 3.04 CLEANING: A. Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and suspension- L. system members. Comply with manufacturer's written instructions for cleaning and touchup of minor finish damage. Remove and replace ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. „ * * * END OF SECTION* * * I a I Acoustical Panel Ceilings 0951 13-6 60614502-AOL Hangar 4 SECTION 09 65 00 RESILIENT FLOORING-BASE AND ACCESSORIES PART 1 - GENERAL _ 1.01 DESCRIPTION: A. Provide resilient flooring tiles, base and accessories as indicated and in compliance with Contract Documents. 1. Section Includes: .� a. Vinyl composition floor tile. b. Resilient base. C. Resilient molding accessories. -� 1.02 REFERENCES: r i A. The following references may be used. 1 B. ASTM International(ASTM): 1. C109/C109M: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in.or[50-mm] Cube Specimens). 2. E648: Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source 3. F510: Standard Test Method for Resistance to Abrasion of Resilient Floor Coverings Using an Abrader with a Grit Feed Method ! 4. F710: Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring 5. F970: Standard Test Method for Static Load Limit '-^ 6. F 1066: Standard Specification for Vinyl Composition Floor Tile 7. F1861: Standard Specification for Resilient Wall Base 8. F2170: Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using „Y In-Situ Probes C. National Fire Protection Association(NFPA): -�+ 1. 253: Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant i Heat Energy Source 1.03 SUBMITTALS: A. Submit the following shop drawings as requested by Engineer. —. I. Product Data: For each type of product indicated. 2. Samples for Verification: Full-size units of each color and[ pattern of floor tile required.3. Qualification Data: For qualified Installer. 4. Maintenance Data: For each type of floor tile to include in maintenance manuals. i a. For replacement and maintenance purposes, furnish, and deliver to Owner's maintenance l department, additional floor covering materials of each size, color, pattern and type from .� same runs as actually used on job and in quantities as follows: (1) Flooring material: Not less than 5 percent of total amount used. (2) Base material: Not less than 1/10 of total linear feet used. t Resilient Flooring Tile 09 65 00-1 60614052-ALO Hangar 4 1.04 QUALITY ASSURANCE: A. Installer Qualifications: A qualified installer who employs workers for this Project who are competent in techniques required by manufacturer for floor tile installation indicated. 1. Engage an installer who employs workers for this Project who are trained or certified by manufacturer for installation techniques required. B. Fire-Test-Response Characteristics: As determined by testing identical products according to ASTM E648 or NFPA 253 by a qualified testing agency. I. Critical Radiant Flux Classification: Class 1,not less than 0.45 W/sq. cm. 1.06 DELIVERY STORAGE AND HANDLING: A. Deliver materials to site in manufacturer's original, unopened containers with labels indicating brand names,colors/patterns,and quality designations legible and intact. B. Store floor tile and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by manufacturer,but not less than 50 degrees F (10 degrees C)or more than 90 degrees F(32 degrees C). Store floor tiles on flat surfaces. 1.07 PROJECT/SITE CONDITIONS: A. Maintain ambient temperatures within range recommended by manufacturer,but not less than 70 degrees F (21 degrees C)or more than 95 degrees F(35 degrees C),in spaces to receive floor the during the following L time periods. 1. 48 hours before installation. L 2. During installation. 3. 48 hours after installation. t B. Until Substantial Completion,maintain ambient temperatures within range recommended by manufacturer, �•. but not less than 55 degrees F(13 degrees C)or more than 95 degrees F(35 degrees C). C. Close spaces to traffic during floor tile installation. �.. D. Close spaces to traffic for 48 hours after floor tile installation. E. Install resilient products after other finishing operations,including painting,have been completed. PART 2- PRODUCTS 2.01 PERFORMANCE REQUIREMENTS: A. F1oorScore Compliance: Resilient tile flooring shall comply with requirements of FloorScore Standard. 2.02 VINYL COMPOSITION FLOOR TILE: A. Products: I. Armstrong World Industries,Inc.;Commercial line all colors and patterns(basis of design). 2. Azrock,Inc. 3. Congoleum Corporation 4. Mannington Mills,Inc. 09 65 00-2 60614052-ALO Hangar 4 Resilient Flooring Tile -- i 5. Tarkett,Inc. -� B. Tile Standard: ASTM F1066,Class 2,through-pattern tile. C. Wearing Surface: Smooth. —" D. Thickness: 0.125 inch(3.2 mm). 1 E. Size: 12 by 12 inches(305 by 305 mm). 4 F. Colors and Patterns: As selected by Engineer from full range of colors. 2.03 RESILIENT BASE: A. Resilient Base: i 1. Manufacturers: a. Armstrong World Industries,Inc. b. Burke Mercer Flooring Products;Division of Burke Industries,Inc. C. Endura Rubber Flooring;Division of Burke Industries,Inc. d. Johnsonite. e. VPI,LLC;Floor Products Division. I B. Resilient Base Standard: ASTM F 1861. .•, 1. Material Requirement: Type TV(vinyl,thermoplastic). 2. Manufacturing Method: Group I(solid,homogeneous). 3. Style: Cove(base with toe). ..� C. Minimum Thickness: 0.125 inch(3.2 mm . D. Height:4 inches(102 mm). E. Outside Corners: Job formed or preformed. F. Inside Corners: Job formed or preformed. G. Finish: As selected by Engineer from manufacturer's full range. H. Colors and Patterns: As selected by Engineer from full range of industry colors. 2.04 RESILIENT MOLDING ACCESSORY: A. Resilient Molding Accessory: 1. Manufacturers: a. Same as tile manufacturer. B. Description:As required.Material:As required +4 C. Profile and Dimensions: As required. i D. Colors and Patterns: As selected by Engineer from full range of industry colors. "1 � Resilient Flooring Tile 09 65 00-3 60614052-ALO Hangar 4 2.05 INSTALLATION MATERIALS: A. Trowelable Leveling and Patching Compounds: Latex-modified, Portland cement based or blended hydraulic-cement-based formulation provided or approved by manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit floor tile and substrate conditions + indicated. 1. Adhesives shall comply with the following limits for VOC content when calculated according to 40 CFR 59,Subpart D(EPA Method 24): 1r. a. VCT Tile Adhesives: Not more than 50 g/L. b. Base and Accessories: Not more than 50 g/L. C. Floor Polish: Provide protective liquid floor polish products as recommended by manufacturer. D. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edges of tiles,and in maximum available lengths to minimize running joints. PART 3 - EXECUTION 3.01 EXAMINATION: A. Examine substrates, with Installer present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections _ and that substrates are free of cracks,ridges, depressions, scale, and foreign deposits that might interfere with adhesion of floor tile. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION: A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. B. Concrete Substrates: Prepare according to ASTM F710. 1. Verify that substrates are dry and free of curing compounds,sealers,and hardeners. L- 2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap,wax, oil,or silicone,using mechanical methods recommended by manufacturer. Do not use solvents. �- 3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. 4. Moisture Testing: Perform tests recommended by manufacturer and as follows. Proceed with installation only after substrates pass testing. a. Perform anhydrous calcium chloride test,ASTM F1869. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of 3 lb of water/1000 sq.ft.(1.36 kg of water/92.9 sq.m)in 24 hours. b. Perform relative humidity test using in situ probes,ASTM F2170. Proceed with installation _ only after substrates have a maximum 75 percent relative humidity level measurement. C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound and remove bumps and ridges to produce a uniform and smooth substrate. i Resilient Flooring Tile 09 65 00-4 60614052-ALO Hangar 4 a s D. Do not install floor tiles until they are same temperature as space where they are to be installed. .r 1. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation. j ^ E. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. F. Verify that all products from prior installation and treatment for asbestos have been removed. i ..R 3.03 FLOOR TILE INSTALLATION: A. Comply with manufacturer's written instructions for installing floor tile. B. Lay out floor tiles from center marks established with principal walls, discounting minor offsets, so tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using cut widths that equal less than one-half tile at perimeter. 1. Lay tiles square with room axis [ C. Match floor tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured ... and packaged,if so numbered. Discard broken,cracked,chipped,or deformed tiles. D. Scribe,cut,and fit floor tiles to butt neatly and tightly to vertical surfaces and permanent fixtures including w built-in furniture,cabinets,pipes,outlets,and door frames. E. Extend floor tiles into toe spaces, door reveals,closets,and similar openings. Extend floor tiles to center of door openings. { F. Maintain reference markers,holes,and openings that are in place or marked for future cutting by repeating on floor tiles as marked on substrates. Use chalk or other nonpermanent,nonstaining marking device. --a G. Install floor tiles on covers for telephone and electrical ducts,building expansion joint covers,and similar items in finished floor areas. Maintain overall continuity of color and pattern between pieces of tile installed on covers and adjoining tiles. Tightly adhere tile edges to substrates that abut covers and to cover -- perimeters. H. Adhere floor tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks,voids,raising and puckering at joints,telegraphing of adhesive spreader marks,and other surface imperfections. 3.04 RESILIENT BASE INSTALLATION: A. Comply with manufacturer's written instructions for installing resilient base. B. Apply resilient base to walls,columns,pilasters,casework and cabinets in toe spaces,and other permanent fixtures in rooms and areas where base is required. C. Install resilient base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned. D. Tightly adhere resilient base to substrate throughout length of each piece,with base in continuous contact with horizontal and vertical substrates. E. Do not stretch resilient base during installation. F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material. i I Resilient Flooring Tile 09 65 00-5 60614052-ALO Hangar 4 two G. Preformed Corners: Install preformed corners before installing straight pieces. H. Job-Formed Corners: 1. Outside Corners: Use straight pieces of maximum lengths possible. Form without producing discoloration(whitening)at bends. 2. Inside Corners: Use straight pieces of maximum lengths possible. 3.05 RESILIENT ACCESSORY INSTALLATION: A. Comply with manufacturer's written instructions for installing resilient accessories. �. B. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of resilient floor covering that would otherwise be exposed. 3.06 CLEANING AND PROTECTION: A. Comply with manufacturer's written instructions for cleaning and protection of floor tile. B. Perform the following operations immediately after completing floor tile installation: R 1. Remove adhesive and other blemishes from exposed surfaces. 2. Sweep and vacuum surfaces thoroughly. 3. Damp-mop surfaces to remove marks and soil. C. Protect floor tile products from mars,marks,indentations,and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. D. Floor Polish: Remove soil,visible adhesive,and surface blemishes from floor tile surfaces before applying liquid floor polish. I. Apply one coat. E. Cover floor tile until Substantial Completion. * * * END OF SECTION Resilient Flooring Tile 09 65 00-6 60614052-ALO Hangar 4 i s i I j SECTION 09 68 00 CARPETING i PART 1 - GENERAL a 1.01 SCOPE OF WORK A. The Contractor must furnish all labor,material,equipment and services to furnish and install stretched in •-. Carpet and cushion system attached to substrate and accessories. 1.02 SUBMITTALS A. The Contractor must product data:Provide data on specified products,describing physical and performance characteristics;sizes,patterns, colors available,and method of installation as requested by Engineer.. B. Samples: 1. Submit two samples 12 x 12 inch in size illustrating color and pattern for each carpet material specified. 2. Submit two, 12-inch long samples of edge strip,and base cap material for each color specified. 3. The Contractor must submit Manufacturer's Installation Instructions: Submit special procedures and perimeter conditions requiring special attention. f 1.03 REFERENCES .� A. American Society for Testing and Materials(ASTM)Publications: 1. ASTM D2859-Standard Test Method for Flammability of Finished Textile Floor Covering Materials. 2. ASTM E84- Standard Test Method for Surface Burning Characteristics of Building Materials. " 3. ASTM E648 - Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source. 4. Carpet and Rug Institute,(CRI): -- 5. CRI 104-Standard for Installation of Commercial Textile Floor covering Materials. 6. National Fire Protection Association, (NFPA): 7. NFPA 253 -Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source. 1.04 WARRANTY _ A. General Warranty: Special warranty specified in this Article shall not deprive OWNER of other rights OWNER may have under other provisions of Contract Documents and shall be in addition to, and run concurrent with,other warranties made by CONTRACTOR under requirements of Contract Documents. B. Special Carpet Warranty: Submit written warranty executed by carpet manufacturer and Installer agreeing to repair or replace carpet that does not meet requirements or that fails in materials or workmanship within specified warranty period. Failures include,but are not limited to,more than 10%loss of face fiber,edge raveling,snags,runs,and delamination. C. 1.Warrantee Period 10 years D. Special Carpet Cushion Warranty: Submit written warranty executed by carpet cushion manufacturer and Installer agreeing to repair or replace carpet cushion that does not meet requirements or that fails in materials or workmanship within specified warranty period. Failures include, but are not limited to, permanent indentation or compression. Carpeting 09 68 00-1 60624052-ALO Hangar 4 E. 1.Warrantee Period 10 years 1.05 CLOSEOUT SUBMITTALS A. The Contractor must submit maintenance procedures,recommended maintenance materials,and suggested schedule for cleaning. 1.06 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this Specification SECTION with significant documented experience. B. Installer: Company specializing in performing Work of this Specification SECTION. Installer's qualifications:FCIB or IFCI certified carpet installers. �- 1.07 PRE-INSTALLATION MEETING A. Convene minimum one week prior to commencing Work of this SECTION. 1.08 ENVIRONMENTAL REQUIREMENTS A. Store materials in area of installation for 48 hours prior to installation. B. Maintain minimum 70 degrees F ambient temperature 3 days prior to,during and 24 hours after installation. >r C. Ventilate installation area during installation and for 3 days after installation. 4 _ PART 2- PRODUCTS 2.01 CARPET A. Manufacturers must be: 4 1. Bigelow Commercial Carpet,Division of Mohawk Industries. 2. Other acceptable manufacturers offering equivalent products: Shaw Industries or equal 4 2.02 COMPONENTS L. A. Carpet: Tufted,nylon,conforming to the following criteria: I. Flame/smoke Rating:In accordance with ASTM E84. 2. Critical Radiant Flux:Conform to ASTM E648,0.22 watts/sq cm. 3. Surface Flammability Ignition:Conform to ASTM D2859. 4. Color:To be selected. 5. Pattern:To be selected. 6. Static Control Fiber:By permanent means and without chemical treatment. 7. Max.Electrostatic Charge: 3Kv at 20 percent R.H. 8. Pile Weight: 32 oz/sq yd2 ASTM D5848. 9. Density Factor:minimum 6200 for moderate to heavy traffic. 10. Light Fastness:AATCC 16 part 3, 160 AFU's minimum rating of 3-A Using AATCC Gray scale for color change AFU's. it. Primary Backing Material:Polypropylene. a. Secondary Backing Material:Woven polypropylene/latex. 09 68 00-2 60624052-ALO Hangar 4 Carpeting "' b. Secondary Backing Weight:41bs/inch. C. Soil Resistance:Protective anti-soil treatment heat applied by carpet manufacturer. 12. Carpet: Maximum volatile organic compound content in accordance with CRI Green Label Plus i Testing Program. B. Carpet Cushion:Maximum volatile organic compound content in accordance with CRI Green Label Testing Program.As recommended by selected carpet manufacturer. 2.03 ACCESSORIES A. Sub-Floor Filler: Cementitious Type recommended by flooring material manufacturer. B. Base Cap Type e as recommended by manufacturer. C. Moldings and Edge Strips:Embossed aluminum as selected. D. Seam Adhesive:Recommended by manufacturer. E. Contact Adhesive:Recommended by carpet manufacturer. F. Moldings and Edge Strips:Recommended carpet manufacturer. ..� G. Base Gripper:Recommended by the carpet manufacturer H. Carpet Moldings:Single flange track with snapdown"T"molding:No.960 with No.910 by Mercer Products Co.,Inc.,Evode Group P.L.C. Color to be selected from manufacturers standards. •-r PART 3 - EXECUTION i 3.01 EXAMINATION A. Verify that surfaces are smooth and flat with maximum variation of 1/4 inch in 10 ft and are ready to receive Work. B. Verify concrete floors are ready for carpet installation by testing for moisture emission rate and alkalinity. Obtain instructions if test results are not within specified limits. I. Moisture emission rate:Not greater than 3 lb per 1000 sq ft per 24 hours when tested using calcium chloride moisture test kit for 72 hours. 2. Alkalinity:pH range of 5-9. 3.02 PREPARATION A. Remove sub-floor ridges and bumps. Fill minor or local low spots,cracks,joints,holes,and other defects with sub-floor filler. "1 B. Apply,trowel,and float filler to achieve smooth,flat,hard surface. Prohibit traffic until filler is cured. C. Vacuum clean substrate. 3.03 INSTALLATION A. Install carpet in accordance with CRI 104. i � Carpeting 09 68 00-3 60624052-ALO Hangar 4 t i B. Verify carpet match before cutting to ensure minimal variation between dye lots. �. 1. Lay out carpet and locate seams in accordance with CRI 104 SECTION 7.2 shop drawings: 2. Locate seams in area of least traffic,out of areas of pivoting traffic,and parallel to main traffic. 3. Do not locate seams perpendicular through door openings. 4. Align run of pile in same direction as anticipated traffic and in same direction on adjacent pieces. 5. Provide monolithic color,pattern,and texture match within any one area. a.. C. Install carpet tight and flat on subfloor,well fastened at edges,with a uniform appearance. D. Stretched Tackless Installation:CRI 104 section 11. 1. Install tacklers strips with pins facing wall around entire perimeter,except across door openings.Use combination tackless strip/edge strip where carpet terminates at other floor coverings. 2. Space tackless strips slightly less than carpet thickness away from vertical surfaces,but not more than 3/8 inch. 3. Install cushion in maximum size pieces using full adhesive to adhere to sub-floor. 4. Lay out cushion so seams will be perpendicular to or offset at least 6 inches from carpet seams. 5. Butt cushion edges together and tape seams. 6. Trim cushion tight to edge of tackless strip and around projections and contours. 7. Following seaming,hook carpet onto tackless strip at one edge,power stretch, and hook firmly at other edges.Follow manufacturer's recommendations for method and amount of stretch. E. Trim carpet neatly at walls and around interruptions. F. Complete installation of edge strips,concealing exposed edges.Bind cut edges where not concealed by edge strips. 3.04 CLEANING A. Remove excess adhesive without damage,from floor,base, and wall surfaces. B. Clean and vacuum carpet surfaces. 3.05 PROTECTION OF INSTALLED CONSTRUCTION A. Do not permit traffic over unprotected floor surface. with a protective non-staining building paper. Do not use plastic sheeting. B. Cover carpeting in traffic areas +.. * * *END OF SECTION L.� 09 68 00-4 60624052-ALO Hangar 4 — Carpeting GENERAL SPECIFICATIONS FOR CONSTRUCTION CITY OF WATERLOO,IOWA Department of Engineering SECTION A-Definitions of Terms SECTION B-Scope of work SECTION C-Control of Materials and Work SECTION D-Procedure and Progress SECTION E-Measurements and Payments SECTION F-Legal Relations and Responsibility SECTION A-DEFINITIONS OF TERMS "' 1• CITY. The City of Waterloo, Iowa, which is the Party of the First Part of the accompanying contract,acting through its authorized representative. 2• COUNCIL. The duly elected Council of the City of Waterloo,Iowa. 3. ENGINEER. The City Engineer of Waterloo,Iowa,or his authorized representative. —+ 4. INSPECTOR. The authorized representative of the Engineer assigned to the detailed inspection of the work or materials therefor and to such other duties as may be delegated to him in these specifications. 5. CONTRACTOR. The Party of the Second Part in the accompanying contract for the improvement covered by these specifications,or his authorized representative. 6. SUBCONTRACTOR. Any person, firm, or corporation who has, with the approval of the .-s Council, contracted with the Contractor to execute and perform in his stead all or any part of the contract. 7. BIDDER. Any individual, firm,or corporation submitting a proposal for all or a part of the work provided for in these specifications. 8. PROPOSAL GUARANTEE. The security designed in the Notice of Bidders or Proposal to be furnished by the bidder as a guarantee of good faith to enter into a contract and furnish an acceptable bond for the work contemplated if it be awarded him. 9. SURETY. The corporate body bound with and for the Contractor for the acceptable performance of the contract. 10. PROPOSAL. The written Proposal, submitted by the bidder in the prescribed manner and on the standard form,for the improvements covered by these specifications. 11. SPECIFICATIONS. The documents that set forth the manner in which the proposed work is to be accomplished which have been prepared by the Engineer and approved by the City Council, official copies of which are now on file with the City Clerk. 12. SPECIAL PROVISIONS. Clauses or memoranda not contained herein, applying to the contract of which these specifications are a part,which change or supplement these specifications. 13. CONTRACT. The agreement entered into between the City and the Contractor, setting forth the terms under which the work covered by the plans and specifications is to be performed. The contract includes all conditions, definitions,and instructions set forth in the official publications relating to the work,the official contract GENERAL SPECS t AECOM 60614052 IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) CONTRACT NO.21613 GS-1 of 13 t i and specifications, the Proposal, official plans, and all supplemental agreements entered into by the parties to the contract. 14. NOTICE TO BIDDERS. The notice called attention of bidders to the time and place for receiving bids, containing a brief description of the work, and briefly setting forth the requirements and conditions for submission of Proposals. 15. INSTRUCTIONS TO BIDDERS. The clauses setting forth in detail the information relative to ... the proposed work and requirements for the submission of Proposals. 16. PLANS. The plans for the improvement covered by the specifications and approved by the Council,official copies of which are on file with the City Clerk. 17. CONTRACT BOND. The bond executed by the Contractor and his surety in favor of the City of Waterloo,Iowa,guaranteeing the complete execution of the contract in accordance with the plans and specifications, the payment of all debts pertaining to the work, and maintenance of the work as provided by law or by the specifications. 18. CONTRACT PERIOD. The period from the specified date for beginning the work to the r.. specified date of completion,both dates inclusive. The contract period may be extended by the Council,as provided in these specifications,in which event the contract period includes the new date of completion. i 6.0 19. OFFICIAL PUBLICATIONS. The official publications are the formal resolutions and notices relative to the proposed improvement that are required by law to be published in a prescribed manner and that have actually been published in accordance with the statutes relating thereto. Attention is directed to the fact that these r. official publications are by statute vested with all of the force and effect of contract obligations. for American Society for Testing Materials. 20. A.S.T.M. Abbreviation 21. WORK. The term "Work" of the Contractor and Subcontractor includes labor or materials or both,equipment,transportation,or other facilities necessary to complete the contract. 22. TIME. All time limits stated in the contract documents are of the essence in the contract. '-- SECTION B-SCOPE OF WORK 1. CORRELATION AND INTENT OF DOCUMENTS. The Contract documents are complementary, and what is called for by anyone shall be as binding as if called for by all. The intention of the documents is to include all labor,materials, equipment, and transportation necessary for the proper execution of the work. Materials or work described in words which, so applied,have a well-known technical or trade meaning shall �. be held to refer to such recognized standard. 2. DRAWINGS AND SPECIFICATIONS. Unless otherwise provided in the contract documents, the engineer shall furnish to the Contractor, free of charge, all copies of drawings and specifications reasonably necessary for the execution of the work. The Contractor shall keep one (1) copy of all drawings and specifications on the work available to the Engineer and to his representatives. s P 3. CONTRACTOR'S UNDERSTANDING. It is understood and agreed that the Contractor has, 4 by careful examination,satisfied himself as to the nature,character and location of the work,the conformance to the ground, the character, quality, and quantity of the materials to be encountered, the character of the equipment and ing the prosecution of the work, the general and local conditions, and all facilities needed preliminary to and dur der this contract. No verbal agreement or conversation with other matters which can,in any way,affect the work un any officer,agent,or employee of the City,either before or after the execution of the Contract,shall affect or modify any of the terms or obligations herein contained. L IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) p GENERAL.SPECS CONTRACT N0.21613 GS-2 of 13 AECOM 60614052 �1 4. REPORTING ERRORS AND DISCREPANCIES. If the Contractor,in the course of the work, finds any discrepancies between the plans and the physical conditions of the locality, or any errors of omission in plans or in the layout as given by said stakes and instructions, it shall be his duty to inform the Engineer immediately,in writing,and the Engineer shall promptly correct the same. 5. ALTERATION OR CORRECTION OF PLANS. The plans are made up from surveys that are presumably correct and represent the foreseen construction requirements. Any modification of the plans which may be required by the exigencies of the construction or any corrections made necessary because of errors in the original .. surveys, will be made by the Engineer. Should corrections or modifications of the plans or specifications require a different quality or class of work than that upon which the unit prices in the Proposal are based, or if the modifications or corrections are required in parts of the work partially completed and such modifications result in an increased cost to the Contractor,the amount to be paid for work resulting from such changes shall be agreed upon in writing at the time the changes are ordered and before the work is begun by the Contractor. No allowance will be made for anticipated profits on work not performed. 6. CHANGES IN THE WORK. The City,without invalidating the contract,may order extra work or make changes by altering, adding to, or deducting from the work,the contract sum being adjusted by agreement or arbitration before such changed work is undertaken. All such work shall be executed under the conditions of the original contract, except that any claim for extension of time caused thereby shall be adjusted at the time of orderin I such change. g ! 7. INCREASED OR DECREASED QUANTITIES. The right is reserved without impairing the ..., contract, to order the performance of such work of a class not contemplated in the Proposal or to increase or decrease the quantities as may be considered necessary to complete fully and satisfactorily the work included in the contract. However,when the work is completed without change in the plans,and the measured quantity of any item of work varies by more than twenty percent (20%) from the estimated quantity specified in the contract, an adjustment in price may be made for such item of work by agreement between the Engineer and the Contractor, subject to the approval of the City Council. Either party to the contract may request such an adjustment. .-, 8. LANDS AND RIGHT OF WAY. The City shall provide the lands upon which the work under this contract is to be done, except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his material,together with the right of access to same. 9. CITY WATER. The Contractor shall be allowed to use City Water but before any water is used, he shall make application to the Waterloo Water Works for a temporary water connection from a fire hydrant or by some other connection method. Water usage will be charged at the rate for temporary water service. The rules, regulations, and water rates are available at the Waterloo Water Works offices at 325 Sycamore Street or their telephone number is 319-232-6280. 10. RIGHTS OF VARIOUS INTERESTS. Whenever work being done by the City's forces or by other Contractors is contiguous to work covered by this contract, the respective rights of the various interests involved shall be established by the Engineer to secure the completion of the various portions of the work in general harmony. 11. CLOSING STREETS TO TRAFFIC. The Engineer shall be the judge of how many streets or parts of streets it is necessary for the Contractor to close at any time and may refuse to permit the closing of additional streets until such of the work is finished and opened to traffic as he may direct. 12. OBSTRUCTION OF STREETS. The work is to be carried on in such manner as to obstruct the streets,highways, and alleys as little as possible. The Contractor shall carry on the different parts of the work so as to complete the whole, as nearly as practicable, at the same time. In doing the work,the Contractor shall follow the directions of the Engineer as to the place or places where work shall be started or be carried on and the direction in which it shall be done. GENERAL SPECS MOT CSVI 9I200AL0200 AECOM 60614052 Hangar No.4 Improvements(2020) CONTRACT NO.21613 GS-3 of 13 13. SHANTIES AND BUILDINGS. Shanties or other buildings shall not be erected in or upon any ` street, highway, or alley without permission of the Engineer. If such permission be granted, it may be upon any reasonable terms prescribed by the person or body granting such permission. 14. SANITARY CONVENIENCES. The Contractor shall furnish the necessary sanitary L conveniences,properly secluded,for the laborers on the work, and these shall be maintained in a manner that will be inoffensive to the public. 15. CLEANING UP. The Contractor shall, as directed by the Engineer, remove from the City's property and from all public and private property, at his own expense, all temporary structures,rubbish, and waste materials resulting from his operations before work can be considered completed. The Contractor shall also renew or replace any and all fences,sidewalks,or other property damaged or disturbed by his work. 16. OMISSION OF PARTS OF GENERAL SPECIFICATIONS. Parts of the General Specifications deemed not to apply to some particular work may be omitted by special reference in other parts of the ... contract documents. SECTION C-CONTROL OF MATERIALS AND WORK 1. SUPERVISION AND INSPECTION. The Engineer shall have supervision of the construction provided for in this Contract and shall decide any and all questions which may arise as to the quality and acceptability of materials furnished,work performed,manner of performance,rate of progress on the work, and all questions regarding the acceptable fulfillment of the terms of the Contract. Materials and construction work shall,at all times,be subject to the inspection of the Engineer or his representatives. The Contractor shall be held strictly to the true intent of these specifications as regards the quality of materials, workmanship, and the diligent prosecution of the work. The Engineer and his representatives shall, at all times, have access to the work wherever it is in preparation of progress,and the Contractor shall provide proper facilities for such access and for inspection. If the specifications, the Engineer's instructions, law ordinances, or any public authority require any work and/or materials to be especially tested or approved, the Contractor shall give the Engineer timely notice of readiness for inspection. If the inspection is to be made by authority other than the Engineer,the Contractor shall .• notify the engineer of the date fixed for inspection. Inspections by the Engineer will be promptly made and,where work should be covered up without the approval or consent of the practicable, at the source of supply. If any Engineer,it must,if required by the Engineer,be uncovered for examination at the Contractor's expense. Re-examination of questioned work may be ordered by the Engineer, and, if so ordered,the work must be uncovered by the Contractor. If such work be found in accordance with the Contract,the City shall pay the cost of re-examination and replacement. If such work be found not in accordance with the Contract, the Contractor shall �. pay such cost unless he shall show that the defect in the work was caused by another Contractor, and, in that event, the City shall pay the cost. 2. AUTHORITIES AND DUTIES OF INSPECTORS. Inspectors may be stationed on the work him to report to the Engineer as to the progress of the work and the manner in which it is being performed;also,to report whenever it appears that materials furnished and work performed by the Contractor fail to fulfill the requirements of the specifications and Contract,and to direct the attention of the Contractor to such failure or infringement;but such 6. inspection shall not relieve the Contractor from any obligations to furnish acceptable materials or to provide completed construction that is satisfactory in every particular. In case of any dispute arising between the Inspector and the Contractor as to materials furnished or the manner of performing the work, the Inspector shall have the authority to reject materials or suspend the work until i the question at issue can be referred to and decided by the Engineer. Inspectors are not authorized to revoke, alter, enlarge,relax,or release any requirements of these specifications. The Inspector shall, in no case, act as foreman or `, perform other duties for the Contractor or interfere with the management of the work by the latter. 1.. GENERAL SPECS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) L AECOM 60614052CONTRACT NO.21613 GS-4 of 13 i 3. STATUS OF THE ENGINEER. The Engineer shall have general supervision and direction of Ithe work. He has authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the Contract. He shall also have authority to reject any work and/or materials which do not conform to the specifications,to direct the application of forces to any portion of the work as, in his judgment, is required, and to order the force increased or diminished,and to decide questions which arise in the execution of the work. 4. ENGINEER'S DECISIONS. The Engineer shall, within a reasonable time, make decisions on all claims of the Contractor and on all other matters relating to the execution and progress of the work or the interpretation of the contract documents. All such decisions of the Engineer shall be final except as to the element of time and financial consideration involved,which,if no agreement in regard thereto is reached,shall be subject to arbitration. 5. STAKES AND INSTRUCTIONS. The Contractor shall provide reasonable and necessary opportunities and facilities for setting stakes and making measurements. The Contractor shall not furnish stakes or men to set them. He shall not proceed until he has received from the Engineer such stakes and instructions as may be necessary to the progress of the work. The Contractor shall carefully preserve benchmarks, reference points, and stakes, and in case of willful or careless destruction, he shall be charged with the resulting extra expense and shall be responsible for any mistakes '~ that may be caused,by their loss or disturbance. 6. SUPERINTENDENCE. The Contractor shall keep on his work during its progress a competent ..� superintendent and any necessary assistants, all satisfactory to the Engineer. The Superintendent shall not be changed except with the consent of the Engineer, unless the Superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The Superintendent shall represent the Contractor in his absence, and all directions given to him shall be as binding as if given to the Contractor. Important decisions shall be confirmed in writing to the Contractor. Other directions shall be so confirmed on written request in each case. The Contractor shall give efficient supervision to the work using his best skill and attention. He shall carefully study and compare all drawings, specifications, and other instructions, and shall report at once to the { Engineer any error,inconsistency,or omission which he may discover. i 7. REMOVAL OF UNAUTHORIZED WORK. Work done without lines and grade being give, work done beyond lines shown on the plans or as given, except as herein provided, or any extra or additional work done without authority,will be considered as unauthorized and at the expense of the Contractor and will not be paid for under the provisions of the Contract. Work so done may be ordered removed and replaced at the Contractor's expense. i 8. REMOVAL OF DEFECTIVE MATERIALS OR WORK. The Contractor shall promptly remove from the premises all materials condemned by the engineer as failing to conform to the Contract; whether ^-� incorporated in the work or not, and the Contractor shall promptly replace and re-execute his own work in accordance with the contract and without expense to the City,and shall bear the expense of making good all work of other Contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned work and materials within a reasonable time, fixed by written notice, the City may remove them and may store the material at the expense of the Contractor. If the Contractor does not pay the expense of such removal within a reasonable time thereafter, the City may, upon ten (10) days' written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs and expense that should have been borne by the Contractor; or, if the net proceeds of such sale are insufficient to pay the expenses of removal, the City may deduct the balance from any amounts due the Contractor. 9. MATERIALS, EQUIPMENT, APPLIANCES AND FACILITIES. Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, GENERAL SPECS IDOT CSVI91200AL0200 Hangar No.4Improvements(2020) ! AECOM 60614052 CONTRACT NO.21613 GS-5 of 13 transportation,and other facilities necessary for the execution and completion of the work. Materials shall be of the _ quality specified for each particular part of the work. Whenever, in construction of the work or in the manufacture of any article of appliance necessary for the construction or operation of the work, it is necessary to use any material that is not fully specified in these specifications,it shall be of good quality and shall meet with the approval of the Engineer. Any appliance that is necessary for the construction or operation of the work and is commonly recognized .� as a part of the work, shall be furnished by the Contractor as part of the work,whether or not it is specifically called for in the plans and specifications, and such appliance shall be of good quality and standard make and shall meet with the approval of the Engineer. 6. 10. MATERIAL SAMPLES. Before the contract is awarded,the bidder may be required to furnish a statement of the origin, composition, and manufacture of any and all materials proposed for use in the performance of the Contract, together with samples of the material. These samples will be considered as representative and typical of the material to be obtained from any particular source. 11. CHARACTER OF WORKMEN AND EQUIPMENT. The Contractor shall employ competent and efficient workmen for every kind of work. Any person employed on the work who shall refuse or neglect to r.. obey the directions of the engineer or Inspector, or who shall be deemed incompetent or disorderly, or who shall commit trespass upon public or private property in the vicinity of the work, shall be dismissed when the Engineer so orders, and shall not be re-employed unless express permission be given by the Engineer. The Contractor shall, at all times,enforce discipline and good order among his employees. The methods, equipment, and appliances used on the work, and the labor employed, shall be such as will produce a satisfactory quality of work and shall be adequate to complete the contract within the specified time limit. �.. 12. HIRING CITY EMPLOYEES. The Contractor shall not employ and hire any of the City's employees without the permission of the Engineer. 13. LABOR. Local labor shall be given preferences so far as practicable. 14. THE CITY'S RIGHT TO DO WORK. If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Contract,the City of Waterloo, after three(3)days'written notice to the Contractor may,without prejudice to any other remedy he may have,make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor,provided, however,that the Engineer shall approve both such action and the amount charged to the Contractor. tow i.. i L L GENERAL SPECS IDOT CSVI 91200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 GS-6 of 13 r 9 1 t ^ 7 SECTION D-PROCEDURE AND PROGRESS 1. ORDER OF COMPLETION - USE OF COMPLETED PORTIONS. The Contractor shall complete any portion or portions of the work in such order or time as the Engineer may require. The City shall have the right to take possession of an use completed or partially completed portion of the work at any time, but such taking possession and use shall not be deemed an acceptance of work so taken or used, or any part thereof. If such ! prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation or extension of time,or both,as the Engineer may determine. r 2. WEATHER. During stormy or inclement weather, all work shall be suspended, except such as can be done in an acceptable manner. Permission to work during freezing, stormy, or inclement weather shall in no way be construed as a release of the Contractor's responsibility regarding the quality of the finished work at such time. 3. SUNDAYS AND LEGAL HOLIDAYS. Except for such work as may be required to properly maintain or protect completed or partially completed construction or to maintain lights and barricades,no work will ...� be permitted on Sundays or legal holidays without specific permission of the Engineer. 4. DELAYS AND EXTENSION OF TIME. If the Contractor be delayed in the completion of the work by an act of neglect of the City, or its employees; or by any other Contractor employed by the City; or by changes ordered in the work;or by strikes,lockouts,fire,unusual delays in transportation,unavoidable casualties, or any cause beyond the Contractor's control; or by delay authorized by the Engineer pending arbitration; or by any cause which the Engineer shall decide justifies the delay, then the time of completion shall be extended for such ... reasonable time as the Engineer may decide will compensate for such delay. No such extension shall be made for delay occurring more than thirty (30) days before claim therefor is made in writing to the Engineer. In the case of a continuing cause of delay,only one claim is necessary. This article does not exclude the recovery of damages for delay by either party under provisions in the contract documents. 1 5. TEMPORARY SUSPENSION OF WORK. The Engineer shall have authority to suspend the work,wholly or in part, for such period or periods of time as he may deem necessary, due to unsuitable weather or such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as is ^ necessary due to the failure to the Contractor to carry out orders given or to perform any or all provisions of the Contract. .., 6. NOTICES - HOW SERVED. Any notice to be given by the City to the Contractor under this contract shall be deemed to be served if the same be delivered to the man in charge of any office used by the Contractor or his foreman or agent at or near the work, or deposited in the post office, postpaid, addressed to the Contractor at his last known place of business. 7. PROGRESS OF WORK. The progress of the work shall be such that, at the expiration of one- fourth (1/4) of the contract period, one-eighth (1/8) of the work shall be completed; at the expiration of one-half (1/2) of the contract period, three-eighths (3/8) of the work shall be completed; at the expiration of three-fourths (3/4)of the contract period,the work shall be three-fourths(3/4)completed, and the whole work shall be completed at the expiration of the contract period. If, at any time the above schedule is not being maintained, the Council may give written notice to the Contractor and his sureties that the specifications are not being complied with. Such notice shall state what action on the part of the Contractor is required to bring the work within the requirements of the specifications. If the Contractor fails,within ten(10)days,to proceed as directed in the said notice,then the Council shall have authority to annul this contract without process or action at law and take over the prosecution and completion of the work, as provided under the article covering City's right to terminate contract. "1 GENERAL SPECS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 GS-7 of 13 8. CITY'S RIGHT TO TERMINATE CONTRACT. If the Contractor should be adjudged a bankrupt; or if he should make a general assignment for the benefit of this creditor; or if a Receiver should be appointed on account of his insolvency; or if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided,to supply enough skilled workmen or proper materials;or if he should fail to make prompt payment to Subcontractors or for materials or labor; or if he should persistently disregard laws, 6w ordinances, or the instructions of the Engineer; or if he should otherwise be guilty of a substantial violation of any provision of the contract,then the City,upon the certificate of the Engineer that sufficient cause exists to justify such action,may,without prejudice to any other rights or remedy,and after giving the Contractor seven(7)days' written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances thereon and finish the work by whatever method he may deem expedient. In such cases, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expenses of finishing the work, including compensation for additional managerial and administration services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default shall be certified by the Engineer. 1 9. REMOVAL OF EQUIPMENT. In the case of annulment of this contract before completion, 6. from any cause whatsoever,the Contractor,if notified to do so by the City; shall promptly remove any part or all of his equipment and supplies from the property of the City,failing which,the City shall have the right to remove such equipment and supplies at the expense of the Contractor. SECTION E-MEASUREMENTS AND PAYMENT 1. STANDARD OF MEASUREMENT. All work completed under the contract shall be measured �• by the Engineer according to the United States standard measures. 2. SCOPE OF PAYMENTS. The Engineer's measurements of quantities shall be the basis for final i payment for the work performed under this Contract. After the work is completed, the Engineer will make measurements and computations of the number of units of each of the various items of work completed, and the Contractor will be paid for the actual amount of work performed at the rates specified in his Proposal. Before final settlement is made, the Council may require the Contractor to submit a list of all persons furnishing labor or ►.. materials,with evidence that such persons have been paid in full. Payment shall be made in the manner set forth in official publications and Council Proceedings relative thereto. ; t 3. PAYMENT FOR EXTRA WORK. Such extra work as may have been ordered by the Engineer and performed by the Contractor shall be compensated for as provided herein. If work is to be done or materials are to be furnished by the Contractor which cannot properly be classified under unit prices included in the Proposal,the Contractor shall be paid therefor the actual reasonable cost of the labor and materials entering permanently in such work,plus fifteen percent(15%) of the cost thereof. In computing the labor cost on such extra work,the following items shall be included: a (a) Actual payroll expenditures for labor at the current rate therefor,and cost of materials. (b) Pay of foreman and timekeepers for actual time required on the extra work. ti.. (c) Liability insurance,prorated,for the extra work. Labor cost items on extra work shall be furnished in duplicate by the Contractor to the Inspector daily. The Inspector shall check the items, and if he finds them to be correct, he shall so certify on the statement of cost, returning one copy to the Contractor and filing one copy with the Engineer. The Engineer shall determine the cost of materials entering into extra work from the materials and ., receipted freight bills for the same. GENERAL SPECS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 GS-8 of 13 j For any special machine,power tools, or equipment, including fuel and lubricants,but not including small hand tools,which may be deemed necessary or desirable to use,the Contractor shall be allowed a reasonable rental thereon,to be agreed upon in writing by the Engineer before such work is begun,and to which sum no percentage is to be added. The item of cost shall not include repairs or replacement of equipment or overhead expenses of any character. The fifteen percent(15%)allowed is considered to cover the use of hand tools and all overhead expenses except liability insurance. j In no case will a claim for extra compensation be allowed unless the work upon which the claim is based Ihas been ordered in writing,except as provided hereinafter. 4. CLAIMS FOR EXTRA COST. If the Contractor claims that any instructions, by drawings or otherwise, involved extra cost under this contract, he shall give the Engineer written notice thereof within ten (10) days after completion of the work. No such claim shall be valid unless so made. 5. CLAIMS FOR EXTRA COMPENSATION. If the Contractor deems that extra compensation is due him for work and/or materials that he considered is not clearly covered in the items for which he submitted unit ^ prices in his bid and that were not ordered in writing by the Engineer as an extra s heretofore provided, the Contractor shall notify the Engineer, in writing, of his intention to make claim for extra compensation for work 0 and/or material before starting construction. If such written notification is not given or the Engineer is not afforded proper facilities by the Contractor for keeping strict account of actual cost as defined herein, then the Contractor hereby agrees to waive the claim for extra compensation. Such notice to the engineer and the fact that the Engineer has kept account of cost as aforesaid, shall not in any way be construed as proving the validity of the claim,which must be passed upon by the Council. In the event that the Council finds the claim to be just, it shall be allowed and ^ paid for as extra work as provided herein. 6. COMPLETION REPORT AND OBJECTIONS THERETO. Within ten (10) days after the full completion of the work to be done under this contract, the Engineer shall make a written statement of all the work done by the Contractor hereunder, stating the quantity of each item as found by him and including a statement of all credits for extra work and all credits or debits for changes, alterations, omissions, and defects, and shall 1 forthwith deliver a copy of such statement to the Contractor. The Contractor shall compare such statement with his ^ own records and shall then, in writing, either approve such statement or point out any claimed errors or omissions. If any of such claims are found correct,the Engineer shall,within ten(10)days,prepare a new statement, a copy of which shall in like manner be delivered unto the Contractor. The Engineer will not file a formal completion report with the City until the Contractor has approved the same. i If the figures of the Engineer and the Contractor cannot be reconciled, or there is a difference of opinion regarding some item or items, then such difference of opinion shall be submitted to arbitration as hereinafter provided,and the decision of the arbitrator or arbitrators shall be final,and the Engineer shall,within a period of five (5)days, file his completion report. Before action by the City Council upon such completion report, the Contractor shall also file a written statement of any claims he may have against the City, other than those shown by such completion report, growing out of this contract or the work done hereunder. The City shall retain ten percent (10%) of the amount due the Contractor on the completion report for a period of thirty (30) days. If no claims are filed against the Contractor within thirty(30)days,the final ten percent(10%)shall then be paid to the Contractor. 7. WAIVER. By the execution of this contract ,the Contractor agrees that any objections he may have to the statement of the amount of work done hereunder included by the Engineer in this completion report,and an claims of the Contractor against the City Y g growing out of this contract and the work done hereunder which are not stated in writing in the manner and within the time provided in Article 6, Section E hereof, shall be waived, and no such claim shall thereafter be asserted against the City. GENERAL SPECS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 GS-9 of 13 SECTION F-LEGAL RELATIONS AND RESPONSIBILITIES 1. LAWS RELATING TO WORK. The Contractor is presumed to be familiar with all laws, ordinances, and regulations which may, in any manner, affect those engaged or employed upon the work or the materials or equipment used in or upon the work, and shall conduct the work so as not to conflict with such laws, ordinances,and regulations. 2. PROTECTION OF WORK AND PROPERTY. The Contractor for any part of the ... improvement shall be held responsible for the care of materials and of partially completed and completed work until final acceptance of the same by the Council. He will be required to make good at his own expense any damage which the work may sustain from any cause prior to the filing of the engineer's certificate of completion. He shall take all risk from floods and casualties of every description and make no charge for delay due to such cause. He 6— may,however,be allowed a reasonable extension of time on account of such delays. He shall correct or make good at his own expense all damages to adjacent property due to the acts or negligence of his employees of the prosecution of his work and save the City harmless therefor.The Contractor shall be held liable and responsible for all damages done to water, sewer, drain, or other underground pipes and structures,and to sidewalks and private property. %W 3. RESPONSIBILITY FOR ACCIDENTS. The Contractor shall assume full responsibility for all damages sustained by persons or property due to the carrying on of his work until final acceptance thereof, or until released by the Engineer in writing. 4. LIABILITY INSURANCE. The Contractor shall carry liability insurance which shall save the City harmless and protect the public and any person from injury sustained by the reason of the prosecution of the work or the handling or storing of materials therefor, and said Contractor shall also carry liability insurance which r.. shall meet the requirements of the Iowa Worker's Compensation Law. Before work shall be started on this contract, the Contractor shall furnish the City Clerk with proper 6. affidavit or Affidavits executed by representatives of duly qualified insurance companies, evidencing that said insurance company or companies have issued liability insurance policies, effective during the life of the contract, or for a period of a least ten (10) days following the filing of written notice of cancellation,protecting the public and any person from injuries or damages sustained by reason of carrying on the work involved in the Contract. The tiw affidavit shall specifically evidence the following forms of insurance protection: (a) Public liability insurance covering all operations performed by persons directly employed by the Contractor. (b) Public liability insurance covering all operations performed by any Subcontractor to whom a portion of the work may have been assigned. `► (c) Public liability insurance covering all work upon the project performed by any independent Contractor working under the direction of either the principal Contractor or a Subcontractor. (d) Motor vehicle bodily injury liability insurance and property damage liability insurance on all motor vehicles employed on the work, whether owned by the Contractor or by other persons, firms,or corporations. (e) The minimum protection shall be as follows: Comprehensive General Liability Insurance General Aggregate Limit $5,000,000.00 Products—Completed Operations Aggregate Limit $ 5,000,000.00 GENERAL SPECS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 GS-10 of 13 L 1 Each Occurrence Limit $5,000,000.00 Comprehensive Automobile Liability Insurance $ 1,000,000.00 The Contractor shall have the City of Waterloo, Iowa, and the Engineer, AECOM, named as "Additional Named Insureds." A certificate,or a policy if requested,shall be filed with the Owner. All certificates and/or policies of insurance furnished by the Contractor to be filed with the City Clerk shall .. include the name and address of the agency issuing the same. It shall also be required that the City Clerk be notified by registered mail of the cancellation or expiration of the above insurance. 5. BARRICADES AND SIGNS. The Contractor shall, at his own expense and without further or other order, provide, erect, and maintain, at all times during the progress and suspension of the work and until completion and final acceptance thereof, suitable and requisite barricades, signs, or other adequate protection, as g required by the latest edition of the "Iowa Manual on Uniform Traffic Control Devices for Streets and Highways" j and shall provide, keep, and maintain such barricades, signs, etc., as may be required or as may be ordered by the j City Engineer,to insure the safety of the public as well as those engaged on the work. All barricading plans shall be approved by the City Engineer. 6. ROYALTIES AND PATENTS. The Contractor shall pay all royalties and license fees. He shall i defend all suits or claims for infringement of any patent rights and shall save the City harmless from loss on account thereof, except that the City shall be responsible for all such loss when a particular process or the product of a particular manufacturer is specified. 7. PERMITS AND REGULATIONS. Permits and licenses of a temporary nature for the prosecution of the work shall be secured and paid for by the Contractor. Permits, license, and easements for ^ permanent changes in existing facilities shall be secured and paid for by the City. 8. CLAIMS FOR DAMAGES. Any claim for damages arising under this Contract shall be made in writing to the party liable within a reasonable time of the first observance of such damage and no later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or materials, and shall be adjusted by agreement or arbitration. The Contractor shall be held for the payment of all just claims against him arising out of the prosecution of this contract,and his bond will not be released until such claims are paid for dismissed. 9. ASSIGNMENT OF CONTRACT. The Contractor shall not sell or assign the contract or sublet any portion of the work provided for therein without the written consent of the City Council. 1 10. SUBCONTRACTORS. The Contractor shall, as soon as practicable after the signature of the contract, notify the Engineer in writing of the names of the Subcontractors proposed for the work and shall not employ any that the Engineer may,within a reasonable time,object to as incompetent or unfit. Contractor agrees that he is as fully responsible to the City for the acts and omission of his Subcontractors and of persons either directly or indirectly employed by them as he is for the acts and omissions of persons directly employed by him. Nothing contained in the contract documents shall create any contractual relation between any Subcontractor and the City. 11. ARBITRATION. All questions subject to arbitration under this Contract shall be submitted to arbitration at the choice of either party to the dispute. The Contractor shall not cause a delay of the work during any arbitration proceedings,except by agreement with the Engineer. GENERAL SPECS IDOT CSVI 91200AL0200 Hangar No.4Improvements(2020) AECOM 60614052 CONTRACT NO.21613 GS-11 of 13 1 The demand for arbitration shall be filed in writing with the Engineer, in the case of an appeal from his decision, within ten (10) days of its receipt, and in any other case,within a reasonable time after cause thereof, and in no case later than the time of final payment, except as otherwise expressly stipulated in the contract. If the Engineer fails to make a decision within a reasonable time, an appeal to arbitration may be taken as if his decision had been rendered against the part appealing. No one shall be nominated or act as an arbitrator who is in any way financially interested in the contract or in the business affairs of either the City or the Contractor. The general procedure shall conform to the laws of the State of Iowa. Unless otherwise provided by such laws,the parties may agree upon one arbitrator; otherwise,there shall be three--one named in writing by each party to this contract to the other party,and the third chosen by these two arbitrators,or, if they fail to select a third within ten(10)days,then he shall be chosen by the Comptroller of the State of Iowa. Should either party refuse or neglect to supply the arbitrators with any papers or information demanded in writing,the arbitrators are empowered by both m parties to proceed ex parte. If there be one arbitrator, his decision shall be binding; if three, the decision of any two shall be binding. Such decision shall be a condition precedent to any right of legal action, and,wherever permitted by law, it may be �• filed in Court to carry it into effect. The arbitrators, if they deem that the case demands it, are authorized to award to the party whose L contention is sustained such sums as they shall deem proper for the time,expense,and trouble incident to the appeal, and, if the appeal was taken without reasonable cause, damages for delay, the arbitrators shall fix their own compensation unless otherwise provided by agreement,and shall assess the costs and charges of the arbitration upon either or both parties. L' The award of the arbitrators must be in writing, and it shall not be open to objections on account of the form of proceeding or the award,unless otherwise provided by the laws of Iowa. In the event of such laws providing on any matter covered by this article otherwise than as hereinbefore specified,the method of procedure throughout and the legal effect of the award shall be wholly in accordance with the laws of the State of Iowa, it being intended hereby to lay down a principle of action to be followed, leaving its 6w local application to be adopted to the legal requirements of the place in which the work is to be done. 12. PERFORMANCE AND PAYMENT BONDS. The Contractor shall, at the time of execution and delivery of this contract and before the taking effect of same, furnish and deliver to the City written bonds of LW indemnity to the amount required by law in form and substance, and with surety thereon satisfactory and acceptable to the City,to insure the faithful performance and payment by the Contractor of all the covenants and agreements on the part of the Contractor contained in this contract. These bonds shall remain in force and effect for the full amount L of the Contract. i 13. PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the provisions of L the Contract or in exercising any power or authority granted him thereby, there shall be no liability upon the Engineer or his authorized assistants, either personally or as an official of the City, it being understood that in such matters he acts as the agent and representative of the City. L 14. JURISDICTION. Any action in Court against the Contractor or sureties on his bond because of damages to property or individuals by said Contractor or his workmen,or because of the violation of any provisions of the specifications, or on account of the failure of said Contractor to comply fully with these provisions, shall be 6W brought in the District Court of the State of Iowa in and for Black Hawk County. 15. TERMINATION OF RESPONSIBILITY. The Contract shall be considered as completed and the Contractor released from further obligations except as to the requirements of his bond, after the work has been completed and finally accepted and final estimates have been allowed and the completion report of the engineer has been filed and approved by the Council. GENERAL SPECS IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 GS-12 of 13 16. CITY'S LEGAL RIGHTS. The City shall not be precluded by any measurements, estimate, or certificate made, either before or after the completion and acceptance of the work and payment therefor, from showing the true amount and character of the work performed and materials furnished by the Contractor, or from showing that any such measurement, estimate, or certificate is untrue or incorrectly made, or the work or materials do not,in fact,conform to the Contract. The City shall not be precluded, notwithstanding any such measurements, estimate, or certificate and payment in accordance therewith, from recovering from the Contractor and his surety such damages as it may sustain by reason of his failure to comply with the terms of the Contract. Neither the acceptance by the City or any of its representatives,nor any payment for or acceptance of the whole or any part of the work,nor any extension of time,nor any possession taken by the City, shall operate as a waiver on any portion of the contract or of any power herein reserved,or any right to damages herein provided. A waiver of any breach of the contract shall not be held to be a waiver of any other or subsequent breach. '1 GENERAL SPECS MOT CSVI 9I200AL0200 AECOM 60614052 Hangar No.4 Improvements(2020) CON TRACT NO.21613 GS-13 of 13 PAGE LEFT BLANK INTENTIONALLY SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION 1. SUBCONTRACTS The contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to require compliance by each subcontractor with the applicable provisions of the contract for the improvements embraced in this contract. 2. REVIEW BY THE CITY OF WATERLOO The City of Waterloo, its authorized representatives and agents, shall at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this contract, provided, however,that all instructions and approval with respect to the work will be given to the contractor only by the City of Waterloo through its authorized representative or agents. 3. INSPECTION a. The contractor shall furnish promptly all materials reasonably necessary for any tests,which may be required. All tests by the City of Waterloo will be performed in such manner as not to delay the work unnecessarily and will be made in accordance with the provisions of the Technical Specifications. b. Inspection of materials and appurtenances to be incorporated in the improvements embraced in this contract may be made at the place of production, manufacture or shipment, whenever the ... quantity justifies it, and such inspection and acceptance, unless otherwise stated in the Technical Specifications, shall be final, except as regards (1) latent defects, (2) departures from specific requirements of the contract, (3) damage or loss in transit, or (4) fraud or such gross mistakes as amount to fraud. Subject to the requirements contained in the preceding sentence, the inspection of materials as a whole or in part will be made at the project site. 4. WARRANTY OF TITLE No material, supplies, or equipment to be installed or furnished under this contract shall be purchased subject to any chattel mortgage or under a conditional sale, lease-purchase or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. The contractor shall warrant good title to all materials, supplies, and equipment installed or incorporated in the work and upon completion of all work, shall deliver the same together with all improvements and appurtenances constructed or placed thereon by him to the City of Waterloo free from any claims, liens, or charges. Neither the contractor nor any person,firm,or corporation furnishing any material or labor for any work covered by this contract shall # have any right to a lien upon any improvement or appurtenance thereon. Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor to recover under any bond given by the contractor for their protection or any rights under any law permitting such persons to look to funds due the contractor in the hands of the City of Waterloo. The provisions of this paragraph shall be inserted in all subcontracts and material contracts and notice of its provisions shall be given to all persons furnishing materials for the work when no formal contract is entered into for such materials. SUPPLEMENTAL GENERAL SPECIFICATIONS IDOT CSVI 9I200AL0200 AECOM 60614052 Hangar No.4 Improvements CONTRACT NO.21613 SGS-1-1 of of I w W 6- PAGE LEFT BLANK INTENTIONALLY L. i L.. i I I FORM OF CONTRACT FOR THE CONSTRUCTION OF HANGAR NO.4 IMPROVEMENTS(2020) WATERLOO REGIONAL AIRPORT In the City of Waterloo,Iowa IDOT CSVI PROJECT NO.91200AL0200 IDOT CONTRACT NO.21613 This contract made and entered into this day of 20_,by and between the City of Waterloo,Iowa,a Municipal Corporation,(hereinafter referred to as City),and of __,(hereinafter referred to as Contractor),WITNESSETH: PAR. 1 Contractor agrees to build and construct the HANGAR NO. 4 IMPROVEMENTS (2020) and furnish all necessary tools, equipment,materials,and labor necessary to do all the work called for in the plans and specifications in a workmanshiplike manner and for the prices set forth in Contractor's proposal, which was accepted by the City, and which is understood and agreed to be a part of this contract. PAR.2 It is understood and agreed that the resolution adopted by the City Council ordering the construction of the improvement, the Notice to Contractors as published, the Instruction to Bidders, the Form of Proposal, the Construction and Maintenance Bonds, the Council Proceedings relating to this matter, and the Plans and Specifications shall all be considered as forming a part of the contract the same as though they were each set out in said contract. PAR.3 The Contractor agrees to furnish at its own cost and expense,all necessary materials and labor for said work and to construct said improvements in a thorough,substantial,and workmanlike manner,and in strict accordance with the requirements of this contract, and of the plans and specifications made a part hereof by reference,and to the satisfaction and approval of the City and its engineer. PAR.4 The Contractor agrees to perform said work and install said improvements on the terms set out in bid or proposal to the City which has been accepted by the City and which is by reference made a part of this contract. PAR.5 The Contractor agrees to commence said work within ten(10)working days after receipt of"Notice to Proceed" and complete it on or before November 15.2020 unless an extension of time is granted in writing by the Council of the City. PAR.6 Should the Contractor fail to complete said improvements in strict accordance with the terms and conditions of this contract, or the plans and specifications therefor promptly by the date herein specified,the City may pay such additional sums as it may be required to pay by reason of the failure of said contractor and deduct any and all such sums from any amount then due the Contractor. PAR.7 The Contractor agrees to comply with and obey all ordinances of the City of Waterloo,Iowa,relating to the obstruction of streets and alleys, keeping open passage ways for water, traffic, and protecting any excavations in any street or alley,and maintaining proper and sufficient barricades with lights and signals during all hours of darkness,to see that the backfilling is properly done,and agrees to keep the City whole and defend any and all suits that may be brought against the City by reason of any injuries that may be sustained by any person or property allegedly caused by the Contractor, or his agents, while work is done pursuant to this agreement. PAR.8 The Contractor agrees that in the event a law suit is brought against the City for damages allegedly sustained by reason of any act,omission or negligence of the Contractor or its agents,or on account of any injuries allegedly sustained by reason of any obstruction,hole,depression or barrier placed or dug by the defendant or its agents, in the doing of the work herein contracted for,that it will defend said suit and save the City harmless therein, and in case judgment is rendered against the City, the "1 FORM OF CONTRACT IDOT CSVI 9I200AL0200 AECOM 60614052 Hangar No.4 Improvements(2020) CONTRACT N0.21613 C-1 OF 3 L Contractor agrees to pay the same promptly. The Contractor agrees to carry public liability insurance in a solvent company in a sufficient amount to protect the City and those who use the streets of the City. PAR. 9 The City shall have the right to appoint one or more construction reviewers who shall review the 16w progress of the work in detail; also, to make any test or any material to be used in such work. No material shall be used in any work until the same has first been approved by the construction reviewer. Such construction reviewer shall have full authority to pass judgment upon all materials and upon the L manner of doing the work, and their judgment on rejecting any materials, substance, or manner of work shall be final unless it is revoked or modified by the City Engineer. PAR. 10 Any material,which has been rejected by the construction reviewer,shall be at once removed from the line of work and shall not be again taken thereon or placed with the material proposed to be used without the written consent of the City Engineer. L PAR. 11 The Contractor shall maintain no cause of action against the City on account of delays and prosecution of work, but if said work is delayed by the City, the Contractor shall have such extra time for completion of the job as was lost by reason of the delay caused by the City. L PAR. 12 The Contractor agrees to pay punctually all just claims of labor,material,men,or subcontractors who shall perform labor or furnish materials entering into this improvement. It is agreed that the City need not pay the Contractor until all such claims are paid by the Contractor. It is agreed that the City shall L not be liable for said labor,material,or men under this contract. PAR. 13 The Contractor agrees to furnish the City, simultaneously with this contract, a bond on a form to be provided by the City in the amount provided by law as stated in the Notice to Bidders,which shall be for the benefit of the City, and any and all persons injured by the breach of any of the terms of this L- contract. Said bond shall be filed with the City Clerk and shall be subject to the approval of the City Council,and is by reference made a part of this contract. PAR. 14 The Contractor agrees that should it abandon work under this contract or cease the prosecution thereof for a period of thirty(30)consecutive days without reasonable cause,and should it fail to proceed with said work within ten (10) days after a notice to continue or carry it on has been mailed to it at the address given herein by the City,or after such notice has been served on it,then the City may proceed 6- to complete said work,using any material,tools, or machinery found along said line of work, doing the work either by contract or as it may elect,and the Contractor and the sureties on its bond shall be ' liable to the City for the costs and expenses so paid out. Said costs shall be retained by the City from any compensation due, or to become due the Contractor, and may be recovered by the City in an action upon Contractor's bond. I PAR. 15 In consideration of the full compliance on the part of the Contractor with all the provisions, L stipulations,and conditions hereof,or contained in the various instruments made a part of this contract by reference, and upon completion and acceptance of said work, the City agrees to pay to the Contractor, in the manner set out in the Notice to Contractors, the amount of money due the Contractor for work performed and accepted, at the unit prices set out in the Contractor's proposal, 6- which has been accepted by the City. PAR. 16 The total amount of the contract,based on the Engineer's estimates of quantities and the Contractor's unit bid prices,and for which 100%surety bond is required,is$ PAR. 17 After the completion of said work,the Contractor agrees to remove all debris and clean up said streets, and to save the City harmless from any damage allegedly resulting from a failure to clean up and ` remove the debris or put the street back in a proper condition for travel. PAR. 18 This contract is not divisible, but in the event of a conflict between this contract and the various instruments incorporated by reference,this contract shall govern. PAR. 19 Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the FORM OF CONTRACT MOT CSVI 9I200ALO200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 C-2 OF 3 - contract, same to be known as "Maintenance Bond," and which bond must be approved by the City Council, and which bond is in addition to the bond given by the Contractor to guarantee the completion of the work. PAR.20 The Contractor shall maintain all work done hereunder in good order for the period of two(2)years from and after the date it is accepted by the Council of the City of Waterloo,Iowa. Said maintenance shall be made without expense to the City or the abutting property. In the event of the failure or default of the Contractor to remedy any or all defects appearing in said work within a period of two (2)years from the date of its acceptance by said Council, and after having been given ten(10)days' notice so to do by registered letter deposited in the United States Post Office in said town,addressed to said contractor at the address herein given, then the City may proceed to remedy such defects. The costs and expenses thereof to be recovered from the Contractor and the sureties on its maintenance bond by an action brought in any court of competent jurisdiction. PAR.21 The Contractor shall give notice to said City by registered letter directed to the Mayor or City Clerk/Auditor thereof not more than four(4)and not less than three(3)months prior to the expiration of the term during which the Contractor is required to maintain said improvements, in good repair by the terms of its Contract. The liability of the Contractor and of the sureties on its bond for maintenance of the said improvements shall continue until three(3)months after such notice has been given to the City,and,in any event,until two(2)years after the acceptance of the work. I! CITY OF WATERLOO,IOWA i -. Mayor City Clerk i Contractor i BY: — Title: Approved by the City Council of the City of Waterloo,Iowa,this day of 20 ATTEST: City Clerk Waterloo,Iowa 7 FORM OF CONTRACT IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 C-3 OF 3 w. .. 60 PAGE LEFT BLANK INTENTIONALLY r. r.. ^ PERFORMANCE BOND i KNOW ALL MEN BY THESE PRESENTS: That we, of (the"Principal"),and of (the"Surety"),are held and firmly bound unto the City of Waterloo,Iowa(the"Obligee"),in the penal sum of -- Dollars($ ),lawful money of the United States,for the payment of said sum in connection with a contract(the"Contract")dated on or about for the purpose of The Contract is incorporated herein by reference as though fully set forth herein. Whenever the Principal shall be and is declared by the Obligee to be in default under the Contract, with the Obligee having performed its obligations in the Contract, then the Surety, acknowledging that time is of the essence, may promptly remedy the default,or shall promptly undertake to: 1. Complete the Contract in accordance with its terms and conditions;or 2. Obtain one or more bids for completing the Contract in accordance with its terms and conditions,and upon determination by the Surety of the lowest responsible bidder, or negotiated proposal, or, if the Obligee elects, upon determination by the Obligee and the Surety jointly of the lowest responsible _. bidder,or negotiated proposal,arrange for a contract between such party and the Obligee. The Surety will make available as work progresses sufficient funds to pay the cost of completion less the balance of the Contract price. The cost of completion includes responsibilities of the Principal for correction of defective work and completion of the Contract, the Obligee's legal and design professional costs ` resulting directly from the Principal's default, and liquidated damages or actual damages if no liquidated damages are specified in the Contract. The term"balance of the Contract price"means the total amount payable by the Obligee to the Principal under the Contract and any amendments thereto, less the amount properly paid by the Obligee to the Principal;or 3. Determine the amount for which it is liable to the Obligee and pay the Obligee that amount as soon as practicable. In the event this bond is enforced,Principal and Surety agree to indemnify Obligee and hold Obligee harmless from and against any and all costs of enforcement,including but not limited to reasonable attorneys'fees and expenses. Every Surety on this bond shall be deemed and held,any contract to the contrary notwithstanding,to consent to each and all of the following matters,without notice: 1. To any extension of time to the Contract in which to perform the Contract. ^ 2. To any change in the plans,specifications,or Contract when such change does not involve an increase of more than twenty percent (20%) of the total Contract price and shall then be released only as to such excess increase. 3. That no provision of this bond or of any other contract shall be valid which limits to less than one(1) year from the time of the acceptance of the work the right to sue on this bond for defect in ^ workmanship or material not discovered or known to the Obligee at the time such work was accepted. If the Principal performs the Contract,then this bond shall be null and void; otherwise it shall remain in full force and effect. In no event shall the Surety's total obligation exceed the penal amount of this bond. Terms used herein shall include, as appropriate, the singular or plural number, or the masculine, feminine or neuter gender. PERFORMANCE BOND IDOT CSVI 9I200AL0200 Hangar No.4 Improvements(2020) " AECOM 60614052 CONTRACT NO.21613 PFB-1 of 2 IN WITNESS WHEREOF,the undersigned Principal and Surety have executed this Performance Bond as of PRINCIPAL SURETY = Name Name By: By: Title: Title: [attach Power of Attorney] NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership,all partners should execute BOND. PERFORMANCE BOND IDOT CSVI 9I200AL0200 Hangar No.4Improvements(2020) AECOM 60614052 CONTRACT NO.21613 PFB-2 of 2 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: that (Name of Contractor) (Address of Contractor) a hereinafter called Principal, (Corporation,Partnership or Individual) and, (Name of Surety) (Address of Surety) hereinafter called Surety,are held and firmly bound unto -- (Name of Owner) (Address of Owner) hereinafter called OWNER,in the penal sum of i Dollars,($ )in lawful money of the United States, for the payment of which sum well and truly to be made,we bind ourselves,successors,and assigns,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas,the Principal entered into a certain contract with the OWNER,dated the day of 20 a copy of which is hereto attached and made a part hereof for the construction of. HANGAR NO 4 IMPROVEMENTS(2020) WATERLOO REGIONAL AIRPORT NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, SUBCONTRACTORS, and corporations furnishing materials for or performing labor in the prosecution of the WORK provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such WORK, and all insurance premiums on said WORK and for all labor, in such WORK whether by SUBCONTRACTOR or otherwise,then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the WORK to be performed thereunder or the SPECIFICATIONS accompanying the same shall in any wise affect its obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS. PAYMENT BOND IDOT CSVI 9I200AOL200 Hangar No.4 Improvements(2020) "'1 AECOM 60614052 CONTRACT NO.21613 P13-1 of 2 PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder,whose claim may be unsatisfied. IN WITNESS HEREOF,this instrument is executed in counterparts,each one (number) of which shall be deemed an original,this the day of 120 ATTEST: Principal (Principal)Secretary (SEAL) BY (s) (Address) 1. Witness as to Principal (Address) i Surety L ATTEST: BY .. Attorney-in-Fact Witness as to Surety (Address) -- (Address) (Address) NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership,all partners should execute BOND. PAYMENT BOND IDOT CSVI 9I200AOL200 Hangar No.4 Improvements(2020) AECOM 60614052 CONTRACT NO.21613 PB-2 of 2 APPENDIX 1 1 . PLANS AND DETAILS w w 0 N Owo �-- N� �--a- Z w W Q O N W-J >< N_N O Z0 . wOO ZIZ ^ V U GW OZ ❑ — of O w m w Z w2 W WO 0 z 0. O w OOw 0` Z �� oa ¢ O VO �wz �z 03 0.. 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PHOTOGRAPHS OF EXISTING CONDITIOT.S i #� ►� ■� �� C CMU wall MU Wall Drywall 3 67' Metal stud wall 3.10' 12,00' 4.01' Mold in corner 113715 Mold along base trim 11.42' 113726 —C 112828 112833 Skylight — ---J Water damage by skylight 113740 113758 11.12' Water damage in ceiling Skylight 112310 1123177 �— 39.00' 9.62 Lam- i Seats n skylight leaking 113227 113234 11.12' Spots of water damage in ceiling 112615 —CSkylight 112644 F Water seepage Mold behind base trim 12,9 111654 6"x length of the wall 112037 Skylight 112043 F— 111525 8 i 10.79' .16' Mold damage under wallpaper 111309 111314 N 0 2' 4' 6' AECOM SCALE IN FEET k R 111309 111314 1 N � r 4 ' I 1 s z � as - y t 3r �: 111525 s r w fyi a u y, s 1 111654 112037 " Y 1 � m r i t � b �x� y � N 112043 f 1 F t fi £iptn✓.XF J� 1 j � k-Z j 112310 <c t sew. �,>� �;k*„� ��srem✓ �:: K Y $ Ny v � N 3 �r ,^t s q {p � ' MIN 3rf€rv9� sx77, - 4, 112317 ww�rw z 112615 ,n �n F s x 1 2 z �4 i ry 112644 x , w 112828 112833 j j t _ fi Sri 113227 113234 £Y J rl RM4 t 34 �„ re 3 � : v,.., �.x.o-v .ems.. cv., "✓^s` r r ? x N 113715 113726 4 t r: 113740 n 113758 Bathroom ventilation vents have possible mold 132118 132131 Ceiling the water damage 131406 131922 3.00' F— — 2.00' cling tile I Possible moll inter damage under 9 Ceiling tile 1 3204 ( entire the I water damage 3211 section 131052 7 90 Irrroding ceiling J:grid 9 50 — — Ceiling the 3310 water damage 3258 13.85' old under tiling 131213 4 Mold on pipe 131350 above door 6.75' 131808 Asbestos tilin i 131818 floor '+ 0.50' 130930 34 Damage along base 24.6 2.0'to 2.5'up from floor 1309 Ceiling i sulation 115101 wat r damage 7.00' 115104 r 132601 115116 Water damage 115136 on floor Wood Stud 411 1s zr Mold ong base 132028 132614 7.05' CMU Wall CMU wall Drywall 3.67' } Metal stud wall 3 10' 12.00' EL 1 4 01' i MOId in curve+ N 0 2' 4' 6' _ 6;;iR!T!9iiia �COM SCALE IN FEET � I r G 115101 j i 115104 t �Y a yf' u wb By °f 115116 � s a i s Jam% { z. E me", }s Ys�.. 3 115136 3 s tV " w t, 130930 130934 p a �F j'. / sP 2 i V . f / U f f1 � i9 E 3 .r d: as ae'� �7 } 130941 „y 4 'k t li ;y d , � x rru 131052 oA �#� r �MA, 131213 x er 4i * ' ,ems I� v, r y 4f � s r > q r r t 131350 r � 40 w " ,F �rid vh'��. xi �� a 'a r � � c(g ✓" r�'a?�� "i ; x�� . r $ry a i w � c��ytr 4U", #`. ��% 6"�✓� r �"e} ,,°"' r � x& ,,,,�"'N�rf� r ' w [ �C r 131406 k q/ 131808 INt 3. i Ate* . V-� -r mr- 131818 k t� i r 131922 s 1 i 111011111 „ k Z 132028 �,� j�g't� �rt• .� °e to �x �� `t S Y m Y too x F 132118 * � ¢ Y � vs x ° a 4 132131 u 4 , , 6 s,z Y sr I i 3 F , �r 132601 132614