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HomeMy WebLinkAboutPROJECT SPECIFICATIONS a-coM FY 2016 Flood Control Gatewell Repairs Waterloo, Iowa City Contract No. 895 AECOM #60441314 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 January 2016 FY 2016 FLOOD CONTROL GATEWELL REPAIRS CITY CONTRACT NO.895 CITY OF WATERLOO,IOWA Prepared For: City of Waterloo,Iowa Prepared By: AECOM January 2016 winnow*" I hereby certify that this engineering document was prepared by me or under my direct l f�OtESStOiv*,is* personal supervision and that I am a duly licensed Professional Engineer under the laws of r: t . '••.4! `� the state of Iowa. t; rt • LARRY E 101 • • 3 A E.W P.E. Date �MJI!pQ4 pNN���tiVO *0". erase No. My license renewal date is December 31,2017. Pages or sheets covered by this seal: All Pages FY 2016 FLOOD CONTROL GATEWELL REPAIRS CITY CONTRACT NO. 895 CITY OF WATERLOO,IOWA CONTRACT DOCUMENTS TABLE OF CONTENTS Pace 1. NOTICE OF PUBLIC HEARING AND NOTICE TO BIDDERS NPH-1 to NPH-4 .o, 2. INSTRUCTIONS TO BIDDERS IB-1 to IB-9 3. FORM OF BID OR PROPOSAL BF-1 to BF-3 4. SALES TAX EXEMPTION INFORMATION FORM STE-1 5. FORM OF BID BOND BB-1 6. NON-COLLUSION AFFIDAVITS NCA-1 to NCA-2 7. EQUAL OPPORTUNITY CLAUSE EOC-1 to EOC-2 8. TITLE VI TVI-1 9. RESIDENT/NON-RESIDENT BIDDER,RESIDENT BIDDER CERTIFICATION, NON-RESIDENT BIDDER CERTIFICATION RB-1 to RB-3 +ei 10. AFFIRMATIVE ACTION PROGRAM 1 to 9 11. POTENTIAL ITEMS OF WORK FOR MBE/WBE PARTICIPATION M-1 SUBCONTRACTOR'S BID REQUEST FORM, M-2 LETTER FORM FOR SUBCONTRACTOR QUOTES, M-3 MBE/WBE SCOPE LETTER, M-4 MBE AND/OR WBE PREBID CONTACT INFORMATION FORM M-5 to M-6 12. CERTIFIED MBE/WBE CONTRACTORS-CITY OF WATERLOO 1-4 13. STATEMENT OF BIDDER'S QUALIFICATIONS SQ-1 to SQ-2 14. GENERAL SPECIAL PROVISIONS GSP-1 to GSP-4 15. SPECIAL PROVISIONS SP-1 to SP-4 Section 01 11 18 Summaryof Work 0111 18-1 to 01 1118-3 Section 01 33 10 Submittals 01 33 10-1 to 01 33 10-9 Section 01 50 10 Temporary Construction Facilities and Utilities 01 50 10-1 to 01 50 10-3 Section 01 57 00 Protection of Environment 01 57 00-1 to 01 57 00-3 Section 01 78 39 Project Record Documents 01 78 39-1 to 01 78 39-2 "" Section 03 61 10 Patching Mortar 03 61 10-1 Section 03 62 00 Nonshrink Grout 03 62 00-1 2016 Gatewell Repairs-60441314 Section 05 52 15 Aluminum Handrails and Railings 05 52 15-1 to 05 52 15-4 Section 26 05 02A Basic Materials and Methods 26 05 02A-1 to 26 05 02A-14 Section 31 10 12 Site Preparation 31 10 12-1 to 31 10 12-2 Section 31 23 33 Trenching,Backfilling and Compacting 31 23 33-1 to 31 23 33-7 Section 40 05 62 FRP Sluice Gates 40 05 62-1 to 40 05 62-8 Section 40 90 10 General Provisions for Instrumentation and Controls 40 90 10-1 to 40 90 10-4 Section 40 90 40 Instrumentation and Control Panels 40 90 40-1 to 40 90 40-4 Section 40 95 13 Instrument and Control Panel Construction 40 95 13-1 to 40 95 13-4 Section 40 95 14 Panel and Field Devices 40 95 14-1 to 40 95 14-4 16. GENERAL SPECIFICATIONS FOR CONSTRUCTION GS-1 to GS-13 17. SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION SGS-1 18. FORM OF CONTRACT C-1 to C-3 19. PERFORMANCE BOND PFB-1 to PFB-2 20. PAYMENT BOND PB-1 to PB-2 APPENDIX CHANGE ORDER FORM CO-1 2016 Gatewell Repairs-60441314 NOTICE OF PUBLIC HEARING On Proposed Plans,Specifications,Form of Contract, .. And Estimate of Cost and the NOTICE TO BIDDERS -�+ For the Taking of Construction Bids For the FY 2016 FLOOD CONTROL GATEWELL REPAIRS In the City of Waterloo,Iowa CITY CONTRACT NO.895 RECEIVING OF BIDS 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 18th day of February, 2016, until 1:00 p.m. for the construction of the FY 2016 FLOOD r, CONTROL GATEWELL REPAIRS, City of Waterloo,Iowa, City Contract No. 895, as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS or All proposals received will be opened in the First Floor Conference Room at City Hall in the City of Waterloo,Iowa, on the 18`h day of February, 2016, at 1:00 p.m., local time, and the proposals will be acted upon at such later .` time and place as may then be fixed. PUBLIC HEARING Notice is hereby given that 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 February 22,2016,said hearing to be held in the Harold E.Getty Council Chambers in the 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 .r make objection thereto at the meeting above set forth. SCOPE OF WORK The extent of the work involved is the reconstruction of approximately 4 gatewells and associated work in the City of Waterloo. BEGINNING AND COMPLETION DATES The work under the proposed contract shall be commenced within ten(10)working days after receipt of"Notice to Proceed"and all items shall be completed on or before August 1,2016. METHOD OF PAYMENT TO CONTRACTOR The Contractor will be paid 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 that all subcontractors and workmen and all persons furnishing materials have been fully paid for such materials and labor will be required unless 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 ra` interest not exceeding that permitted by Chapter 74A, Code of Iowa. NOTICE OF HEARING CITY CONTRACT NO.895 of AECOM 60441314 NPH-1 of4 PLANS AND SPECIFICATIONS Plans and Specifications governing the construction of the proposed improvements have been prepared by the AECOM,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. `m Plans and Specifications are available from the City Engineer upon the City's receipt of a$25.00 refundable deposit. Deposits will be refunded if the plans are returned in usable condition(i.e.generally free of highlights,ink markings, tears, stickers, water stains and soiling) to the Engineer's Office by the end of the 14th consecutive day after the Wm. project has been awarded. No deposits will be refunded for any requests or plans received after the 14th 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 to verify eligibility for the refundable deposit. Upon award of project, the prime contractor, his subcontractors and suppliers 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 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 who submit a computer-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 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 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. NOTICE OF HEARING CITY CONTRACT NO.895 NPH-2 of 4 AECOM 60441314 PERFORMANCE&PAYMENT 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 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 BOND 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 penal sum of not less than 100% of the total amount of the 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. CONTRACT COMPLIANCE PROGRAM/SUBCONTRACTING The program proposes numerical projections regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) as Subcontractors, vendors and suppliers in the performance of Contracts awarded by the City of Waterloo,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. oft 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. Olt 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 full working day. Days not chargeable for Liquidated Damages will include rain days,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. 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. NOTICE OF HEARING CITY CONTRACT NO.895 oft AECOM 60441314 NPH-3 of 4 JI RESIDENT BIDDER/NON-RESIDENT BIDDER 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 Resident Bidder Certification or a Non- Resident Bidder Certification in the form(s)herein provided. 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,on the 25th day of January ,2016 CITY OF WATERLOO,IOWA BY: Suzy Schares City Clerk NOTICE OF HEARING CITY CONTRACT NO.895 NPH-4 of 4 AECOM 60441314 --t 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. PREPARATION 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 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 who submit a computer-generated spread- • sheet, the TOTAL BID (with alternates, if applicable) shall also be indicated 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. Modifications of bids already submitted will be considered if received at the office "'i designated in the Notice to Bidders by the time set for closing of bids. Telegraphic modifications will be considered, 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, INSTRUCTIONS TO BIDDERS CITY CONTRACT NO.895 AECOM 60441314obip IB-1 of 9 9 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 in the blank space provided. 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. 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 ftimp 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 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. 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. . 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 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 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. INSTRUCTIONS TO BIDDERS CITY CONTRACT NO.895 IB-2 of 9 AECOM 60441314 r., 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 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. 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 subcontractor 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 INFORMATION FORM The City of Waterloo Minority and/or Women Business Enterprise Pre-Bid Contact Information Form shall 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 purpose of the Contract Compliance Program(hereinafter called Program) is to act as an impetus for increasing the participation of minority and women disadvantaged business enterprise(MBE/WBE)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 Ij MBE/WBE subcontractors. This Program shall not eliminate the need for contractors to continue their "good-faith efforts" in using MBE/WBE subcontractors on City contracts estimated at less than $50,000. I INSTRUCTIONS TO BIDDERS CITY CONTRACT NO.895 AECOM 60441314 IB-3 of 9 I 0.4 1 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 additional bidding opportunities for MBE/WBE firms.The City Contract Compliance Officer shall be advised of all City of Waterloo awarded construction contracts. 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. Minority Business Enterprise(MBE) Any business, which is at least 51%, owned by one or more minorities and whose w. 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 ... 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 Minority: gag Any person or persons who are considered as socially and economically disadvantaged because of their identity as a group member without regard to their individual qualities. The groups include: Black American, Hispanic American, Native Americans, Eskimos, sr. Aleuts,and Asian-Pacific 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. INSTRUCTIONS TO BIDDERS CITY CONTRACT NO.895 IB-4 of 9 AECOM 60441314 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. Good Faith Efforts: The successful 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: 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. CONTRACT COMPLIANCE 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 contracts awarded by the City of Waterloo,Iowa. A goal 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 ..4 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 to meet the goals. The bidder will have the opportunity to meet in person with the City of Waterloo's Administrative Reconsideration Committee to discuss the issue of whether they made adequate 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: *Making portions of the work available for MBE/WBE subcontracting *Evidence of negotiating with MBE/WBE firms *MBE/WBE quotes obtained and non-MBE/WBE quotes used *Reasons agreements were not reached *Follow-up after initial solicitations INSTRUCTIONS TO BIDDERS CITY CONTRACT NO.895 AECOM 60441314 IB-5 of 9 r.. * Efforts to assist in obtaining equipment, supplies and materials (at competitive prices), 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(supported by appropriate documentation)based on overall program goals. RESPONSIBILITIES 1. City of Waterloo lam 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. to C. The City Contract Compliance Officer is responsible for making available a list of future project information notices to MBE/WBE firms. D. The City Contract Compliance Officer shall send notices to appropriate .w MBE/WBE firms in the directory of each bid solicitation with opening date. 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: A. Prime contractors shall send solicitation letters (Form CCO-3) to appropriate MBE/WBE (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 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 contact not on the City's MBE/WBE list, attach a copy of the MBE/WBE/DBE Certifications from another government agency. ;M. 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). 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 Information Form" (Form CCO-4 and CCO-4A) on why the MBE/WBE was not selected.These reasons could include: INSTRUCTIONS TO BIDDERS CITY CONTRACT NO.895 IB-6 of 9 AECOM 60441314 a.Not low bid.Copies of the competing bids may be required for verification. b.MBE/WBE did not bid,withdrew bid or non-responsive. c. Documentation of other business-related reason for not selecting the MBE/WBE business for a subcontract. d.Prime contractor self performs work. e.Any other reason relied on by prime. The Contract 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 subcontracting quotations to other bidders/proposers are prohibited. NON-COMPLIANCE OF CONTRACTORS A. 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 to 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 Compliance Program and the bid was responsive. CONCLUSION This program 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 .r subcontract work,or applying for employment by the contractor on this project. Opportunities for INSTRUCTIONS TO BIDDERS CITY CONTRACT NO.895 AECOM 60441314 IB-7 of 9 1 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 residing in the project area. .. 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 r.. 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 r� 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 Waterloo shall consider the unit bid price in words as being the valid unit bid price. A computer-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 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. INSTRUCTIONS TO BIDDERS CITY CONTRACT NO.895 IB-8 of 9 AECOM 60441314 Are 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 utility 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 operations 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 included 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 successful 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," Page 10 of 13 Pages. 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 work at the site, in accordance with State Workmen's Compensation Laws. 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 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, for a refund. 15. RECIPROCAL RESIDENT BIDDER PREFERENCE Attention of bidders is called to the requirement of complying with the provisions of the Resident Bidder/Non-Resident Bidder requirement. Each bidder submitting a bid shall execute and include with the bid,a Resident Bidder Certification or a Non-Resident Bidder Certification in the form(s)herein provided. INSTRUCTIONS TO BIDDERS CITY CONTRACT NO.895 IB-9 of 9 AECOM 60441314 FORM OF BID OR PROPOSAL FY 2016 FLOOD CONTROL GATEWELL REPAIRS CITY CONTRACT NO.895 CITY OF WATERLOO,IOWA Honorable Mayor and City Council Waterloo,Iowa 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 AECOM 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 FY 2016 FLOOD CONTROL GATEWELL REPAIRS,CITY CONTRACT NO.895,all in accordance with the above-listed documents and for the unit prices for work in place for the following items and quantities: FY 2016 FLOOD CONTROL GATEWELL REPAIRS CITY CONTRACT NO.895 BID UNIT BID ITEM DESCRIPTION UNIT EST.QTY. PRICE TOTAL BID PRICE 1 Gatewell M LS 1.0 $ $ 2 Gatewell P LS 1.0 $ $ 3 Traffic Control LS 1.0 $ $ 4 Granular Surfacing on Road TONS 250.0 $ $ TOTAL BASE BID AND ALTERNATE BID $ 2. 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. 3. 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. 4. Security in the sum of Dollars ($ )in the form of , is submitted herewith in accordance with the INSTRUCTIONS TO BIDDERS. 5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor. FORM OF BID CITY CONTRACT NO.895 BF-1 of 2 AECOM 60441314 6. Attached hereto is a Resident Bidder Certification ( ), or Non-Resident Bidder Certification ( ). (Mark one.) 7. The bidder is prepared to submit a financial and experience statement upon request. 8. 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. 9. The bidder has received the following Addendum or Addenda: Addendum No. Date 10. 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. 11. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked"none"or"NA". 12. The bidder has attached all applicable forms. 13. 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 Official Address: (Including Zip Code): '— I.R.S.No. FORM OF BID CITY CONTRACT NO.895 BF-2 of 2 AECOM 60441314 CITY OF WATERLOO, IOWA 4** WATERLOO ENGINEERING DEPARTMENT 715 Mulberry St. • Waterloo, IA 50703 • (319) 291-4312 Fax(319) 291-4262 ERIC THORSON,P E • City Engineer Mayor INFORMATION NEEDED QUENTIN HART FOR IOWA CONSTRUCTION SALES TAX EXEMPTION CERTIFICATE COUNCIL MEMBERS CONTRACTOR NAME: DAVID -- JONES ADDRESS: Ward 1 BRUCE JACOBS Ward 2 (Check One) PRIME: SUBCONTRACTOR: PATRICK MORRISSEY Ward 3 FEDERAL ID#: JEROME PROJECT NAME: AMOS,JR. Ward 4 PROJECT CONTRACT NO.: RON WELPER Wards DESCRIPTION OF WORK: TOM LIND 0 Brickwork 0 Landscaping At-Large 0 Carpentry 0 Painting STEVEN SCHMITT ❑ Concrete 0 Paving At-Large O Drywall-Plaster-Insulation ❑ Plumbing O Electrical 0 Roofing-Siding-Sheet Metal O Excavation/Grading 0 Windows _ 0 Flooring 0 Wrecking-Demolition 0 Heavy Construction 0 Other(Please Specify) ❑ Heating-Ventilating-Air Cond. 0 WE'RE WORKING FOR YOU! An Equal Opportunity/Affirmative Action Employer SALES TAX EXEMPTION CITY CONTRACT NO.895 Page STE-1 of 1 AECOM 60441314 oiNar BID BOND KNOW ALL MEN BY THESE PRESENTS,that we, -- as Principal,and as Surety are held and firmly bound unto the CITY OF WATERLOO ,Iowa, hereinafter called"OWNER," in the penal sum Dollars($ )lawful money of the United States,for the payment of which sum will and truly be made,we bind ourselves, our heirs, executors, administrators, and successors,jointly and severally, firmly by these presents. The condition of this obligation is such that whereas the Principal has submitted the accompanying bid dated the day of ,2016,for NOW,THEREFORE, (a)If said Bid shall be rejected,or in the alternate, (b)If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void,otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall,in no event,exceed the penal amount of this obligation as herein stated. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in liquidation of damages sustained in the event that the Principal fails to execute the contract and provide the bond as provided in the specifications or by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid or execute such contract;and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF,the Principal and the Surety,have hereunto set their hands and seals,and such of them as are corporations, have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers this day of A.D.2016. (Seal) Principal By (Title) Witness Surety (Seal) By Witness Attorney-in-fact BID BOND CITY CONTRACT NO.895 BB-1 of 1 AECOM 60441314 NON-COLLUSION AFFIDAVIT OF PRIME BIDDER State of ) )ss County of ) ,being first duly sworn,deposes and says that: 1. He is (Owner,Partner,Officer,Representative,or Agent) ,of ,the Bidder that has submitted the attached Bid; ... 2. He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; 3. Such Bid is genuine and is not a collusive or sham Bid; 4. Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant,has in any way colluded,conspired,connived or agreed,directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or, to fix any overhead, profit or cost element of the bid price or the bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against the City of Waterloo,Iowa,or any person interested in the Proposed Contract;and 5. The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy,connivance or unlawful agreement on the part of the Bidder or any of its agents,representatives, owners,employees,or parties in interest,including this affiant. (Signed) OM` Title Subscribed and sworn to before me this day of ,2016 Title My commission expires "1 NON-COLLUSION CITY CONTRACT NO.895 NCA-1 of 2 AECOM 60441314 NON-COLLUSION AFFIDAVIT OF SUBCONTRACTOR State of )ss County of ) ,being first duly sworn,deposes and says that: �.• 1. He is (Owner,Partner,Officer,Representative,or Agent) ,of hereinafter referred to as the"Subcontractor;" 2. He is fully informed respecting the preparation and contents of the subcontractor's proposal submitted by the subcontractor to contract pertaining to the project in (City or County and State) 3. Such subcontractor's proposal is genuine and is not a collusive or sham proposal; 4. Neither the subcontractor nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest,including this affiant,has in any way colluded,conspired,connived,or agreed,directly or indirectly,with any other bidder, firm or person to submit a collusive or sham proposal in connection with such contract or to refrain from submitting a proposal in connection with such contract, or has in any .. manner, directly or indirectly, sought by unlawful agreement or connivance with any other bidder, firm or person to fix the price or prices in said subcontractor's proposal, or to fix any overhead, profit or cost element of the price of prices in said subcontractor's proposal, or to secure through collusion, conspiracy, connivance or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the proposed contract;and 5. The price or prices quoted in the subcontractor's proposal are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the bidder or any of its agents, representatives,owners,employees,or parties in interest,including this affiant. (Signed) Title Subscribed and sworn to before me this day of ,2016. Title My commission expires NON-COLLUSION CITY CONTRACT NO.895 NCA-2 of 2 AECOM 60441314 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 without regard to race, creed, color, sex, national origin, religion, economic status,age, mental or physical disabilities,political opinion or affiliations. 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 rules, regulations, directives, and order of the City of Waterloo Affirmative Action Program Contract Compliance Provisions. 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. EQUAL OPPORTUNITY CITY CONTRACT NO.895 AECOM 60441314 MC-1 of2 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 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) (Title) (Date) Inm two am EQUAL OPPORTUNITY CITY CONTRACT NO.895 EOC-2 of 2 AECOM 60441314 TITLE VI CIVIL RIGHTS During the performance of this contract, the contractor (for itself), its assignees, and succe:sors 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. 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 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 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. TITLE VI CITY CONTRACT NO.895 AECOM 60441314 Page TVI-1 of 1 RESIDENT/NON-RESIDENT BIDDER RESIDENT BIDDER: In accordance with Section 73A.21 of the Iowa Code, all non-federal-aid public improvement projects, which include road construction, shall be performed by a qualified resident bidder. The resident bidder has been further defined as follows: —' Resident Bidder: A person or entity authorized to transact business in this state and having a business for at least three years prior to the date of the first advertisement for the public improvement. If another state or foreign country has a more stringent definition of a resident bidder,the more stringent definition is applicable as to bidders from that state or foreign country. The contractor shall provide the City with a certification that he is a qualified resident bidder according to the above -- definition. The Certification shall be submitted with the contractor's bid. A copy of the form of"Resident Bidder Certification" is included in the Contract Documents. If it is determined that the contractor does not meet this qualification after he begins work, a shutdown notice shall be issued and the voiding of the contract shall begin unless the contractor becomes qualified. NON-RESIDENT BIDDER: The contractor shall provide the City with a certification that he is a non-resident bidder according to the above definition. The Certification shall be submitted with the contractor's bid. A copy of the form of"Non-Resident Bidder Certification"is included in the Contract Documents. DIG 01/02/12 RESIDENT BIDDER CITY CONTRACT NO.895 RB-I of 3 J. AECOM 60441314 RESIDENT BIDDER CERTIFICATION CONTRACT NO: PROJECT NAME: DATE OF LETTING: To be a qualified resident bidder, the bidder shall be a person or entity authorized to transact business in this state and having a business for at least three years prior to the date of the first advertisement for the public improvement. If another state or foreign country has a more stringent — definition of a resident bidder, the more stringent definition is applicable as to bidders from that state or foreign country. This qualification as resident bidder shall be maintained by the contractor and his subcontractors at the work site until this project is completed. I hereby certify that I am a resident bidder as defined above. COMPANY NAME CORPORATE OFFICER TITLE DATE RESIDENT BIDDER CITY CONTRACT NO.895 RB-2 of 3 AECOM 60441314 ANNA NON-RESIDENT BIDDER CERTIFICATION -. CONTRACT NO.: PROJECT NAME: DATE OF LETTING: I hereby certify that I am an Iowa non-resident bidder. COMPANY NAME: CORPORATE OFFICER: TITLE: DATE: STATE/COUNTRY OF RESIDENCY: Stated below are the preference(s)to resident bidders in the state/country of (Preference to bidders,labor force,or other preferential treatment to bidders or laborers,etc. 1 I RESIDENT BIDDER CITY CONTRACT NO.895 RB-3 of 3 AECOM 60441314 1 r- Revised February 2003 CONTRACTOR'S OR SUBCONTRACTOR'S AFFIRMATIVE ACTION PROGRAM Check box that applies to party completing program: ( ) General Contractor ( ) Subcontractor L Section A to be completed by GENERAL CONTRACTORS only: A. Name of Company 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 Name of Project Project Contract Number Estimated Construction Work Dates / Section B to be completed by SUBCONTRACTORS only: B. Name of General or Prime Contractor Name of Subcontractor 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 Origin Oman i 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: Type of Name Address Affiliation Degree IL 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 suppliers. 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. E. will give training .. (Name of Company) and employment opportunities to local residents of Waterloo,Iowa,to the greatest extent feasible. -2- '" III. AFFIRMATIVE ACTION A. recognizes that the (Name of Company) effective application of a policy of merit employment involves more than just a policy statement, and (Name of Company) ..� 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. will undertake the (Name of Company) 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. will take (Name of Company) 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: 1. Local advertising media(newspapers,radio,TV); 2. Community organizations(churches,clubs,schools); -'� 3. Public and private institutions in the area(UNI,Hawkeye Community College); 4. Job Service of Iowa;and 5. Other. D. will seek qualified minority, (Name of Company) female, 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 rk 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. G. will encourage other -'4 (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. -3- 4.11.0 H. has taken the following (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. 2. As a result of the above efforts, we have involved minority, female, and local contractors and/or Imo suppliers in the following areas of subcontracting: (if none,write"NONE") 1. '. 2. J. will require approved (Name of Company) 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%) N. Affirmative Action (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 targets,reasonably attainable by means of applying every •� good faith effort to make all aspects of the entire Affirmative Action Program work." For the year 200_,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. *Goals for Minorities: Goals for Women: *Your affirmative action goals should be between 1%and 10%or more for minorities and 1°/"and 5%or more for women. -4- Please be advised that the goals or targets are purely your estimation of how many women and minorities your company can reasonably expect to hire in 20 . Note,that none of the goals are rigid or inflexible. They are targets that your company calculates as reasonably attainable. This will help the City in its monitoring procedures as required by City of Waterloo Resolution .1,4 No. 1984-142(4). A art n.r 4 -tea -5- CONTRACTOR'S TOTAL WORK FORCE (WATERLOO) HOURLY NAME AND ADDRESS JOB CATEGORY RACE SEX WAGE INDICATE: DISABLED VETERAN: DV VIETNAM ERA VETERAN: VV HANDICAPPED: H -6- Amot 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 gift Date By: Equal Employment Opportunity Officer Date City of Waterloo Affirmative Action Officer Approved Disapproved Reason: tit oho By: Date: .r _7_ • DESCRIPTION OF JOB CATEGORIES 1. Officials/Manazer: 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 and lieutenants and kindred workers. 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 immol painters), (except construction and maintenance), photographic process workers, stationary fireman, truck and tractor drivers,weavers,(textile),welders and flame cutters and kindred workers. ti -8- 8. Laborers (unskilled): Workers in manual occupations which p generally require no special training. Perform elementary duties that may be learned in few days and require the application of little or no independent judgment. Includes: garage laborers, car washers and greasers, gardeners (except farm) and 111114 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. 0.4 10. Trainees (on-the-job): 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. i'1 MIa Mak ... -9 - Mit ITEMS OF POTENTIAL MBE/WBE PARTICIPATION .rt NOTICE TO PROSPECTIVE BIDDERS: The following are items from the FY 2016 FLOOD CONTROL GATEWELL REPAIRS,CITY CONTRACT NO.895,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. BID ITEM DESCRIPTION EST QTY/UNIT 1 GATEWELL M 1.0 LS m 2 GATEWELL P 1.0 LS 3 TRAFFIC CONTROL 1.0 LS 4 GRANULAR SURFACING ON ROAD 250.0 TONS 6,4 MBE/WBE 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. 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 "'1 aig disk MBE/WBE PARTICIPATION CITY CONTRACT NO.895 M-1 of 6 .w AECOM 60441314 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 r, submitted to the company office by(date)and(time). Subcontractor's Company Name Date Subcontractor's Signature Date Prime Bidder's Signature MBE/WBE PARTICIPATION CITY CONTRACT NO.895 M-2 of 6 AECOM 60441314 LETTER TO BE USED WHEN SOLICITING FOR SUBCONTRACTOR QUO TES yr. Subcontractor Company Name Address RE:Contract No.: .+r • Dear (Prime Contractor's Company Name) is presently soliciting for the following work in connectio with the above referenced project. (Insert bid Item Nos.and Description of Work) (Prime Contractor's Company Name) is an Equal Opportunity Employer, and all qualified bidders will not be wardiscriminated against due to race,religion,color,sex,or origin. If interested in bidding your proposal must be turned in to this office by and (Date) (Time) Sincerely, (Prime Contractor's Representative) Form CCO-3(11/28/2001) .+e MBE/WBE PARTICIPATION CITY CONTRACT NO.895 M-3 of 6 oaf AECOM 60441314 LETTER OF INTENT TO BID (MBE/WBE LETTER) According to the Current MBE/WBE Contract Compliance Program-2002,all MBE/WBE Contractors interested in submitting subcontractor quotes on construction projects with goals, MUST submit a LETTER OF INTENT TO BID to the City of Waterloo Contract Compliance Officer at least seven(7)days prior to bid opening. The LETTER OF INTENT TO BID must list the specific items which the MBE/WBE Contractor is interested in bidding. Letter should include the following: Name of Project: Your Company Name: Address: Phone: Date: List of Specific items to be bid: .,. Item No. Description: Item No. Description: �- Item No. Description: Item No. Description: Item No. Description: (Subcontractor's Company Name and authorized signature) Return this LETTER OF INTENT TO BID to: Contract Compliance Officer Community Development Board 620 Mulberry St. Carnegie Annex,Suite 202 .. Waterloo,IA 50703 Phone:(319)291-4429 Form CCO-5(06-20-2002) MBE/WBE PARTICIPATION CITY CONTRACT NO.895 M-4 of 6 AECOM 60441314 AIM - ° oob E c A . . o °.30 ° . � OC O O « 0 -a O 0) O O t, bq `L. 0 o a.) a.) ° • 23 W W O ° y J. a Y C Ct. -O 0 a o ° 0 0 0 c,oC y W o o C0 .o U 60 aw ai ? 0 v •`-°. y p y w a y v o ..O 7 > O 8cO .7 U0a O N 4. W "IS U a ^ a' N 0 U3aa' ^o 0 O wUIS y 0 CI) 211.1 4' '5 G. O Lai 0aC o r ° � � oUr C y m 0 8 aa ti C O r ., z U 5 . .°aC .0 Yy . .0 bU E-. ' U O E O �w op C 4.) v Q O wo 1.) 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O a) ° a) �' U (7, IDa) E p o•4: Z; U � QU >- ° � N - -aa 2 ¢ CERTIFIED MBE / WBE CONTRACTORS CITY OF WATERLOO, IOWA rerla0 CONTRACT COMPLIANCE OFFICE Community Development Board Carnegie Annex, Suite 202 620 Mulberry Street Waterloo,Iowa 50703 City WEB Site: w IA.CLIAaterloo,ia.LIS Contract Compliance WEB Site for listing updates: hap:1/1411N% 1 o.1ib,ia.us/contractcompliance/ Contact: Rudy Jones, Community Development Director Email: rud iones'a ww aterloo-ia,or Phone: (319) 291-4429 Fax: (319) 291-4431 VIBE/WBE Certified Contractors List Page I of 4 C .. TIFIE C NT CT 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 D.C. CORPORATION ,,. 426 Beech Street Waterloo, IA 50703 Phone: (319)236-9075 b...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 MBE/NA/BE Certified Contractors List Page 2 of 4 t-_ L. GREER'S WORKS 2003 Plainview Street ... Waterloo, IA 50703 Phone: (319)233-4701 Contact: Willie Greer Specializing in: DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION LOVE'S ENTERPRISE 835 West Fifth St. P.O. Box 246 Waterloo, IA 50704 Phone: (319)233-3260 Contact: David Love Certified: Iowa DOT, City of Waterloo Certified MBE Specializing in: CONCRETE PAVING, ASPHALT, DRIVEWAYS, SIDEWALKS, TRUCKING OLD GREER'S WORKS 2309 Springview Street Waterloo, IA 50707 Phone: (319)233-2150 Contact: David L. Greer, Sr. Specializing in: GENERAL CONSTRUCTION QUICK CONSTRUCTION 217 Bates Street Waterloo, IA 50703 Phone: (319) 215-4166 Contact: Leroy Harrington Specializing in: ALL TYPES OF CONCRETE FLATWORK AND GENERAL CONSTRUCTION MBE/WBE Certified Contractors List Page 3 of 4 0.4 CTORS CERTIFIED b E CONT ATLAS PAINTING, INC.* 911 Sycamore Street P.O. BOX 65 Waterloo, IA 50704 Phone: (319) 232-9164 Specializing in: COMMERCIAL AND INDUSTRIAL PAINTING PETERMAN & HAES CARPET ONE* 4003 University Avenue Waterloo, IA 50701 Phone : (319) 233-6131 FAX: (319) 233-6133 email: JR11486(aIcfu.net Certified: City of Waterloo WBE Contact : Carol Reese Specializing in: FLOOR COVERING 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 * DENOTES WOMEN BUSINESS ENTERPRISE 'MBE/l'BF3 Certified Contractors List Page _ ... 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 statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. 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, showing amount of each contract and the appropriate anticipated -- dates of completion.) 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? 9. Have you ever defaulted on a contract? If so,where and why? 10. List the more important projects recently completed by your company, stating the approximate cost for each,and month and year completed. 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? STATEMENT OF BIDDERS QUALIFICATIONS CITY CONTRACT NO.895 SQ-1 of 2 AECOM 60441314 17. The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the City of Waterloo, Iowa, in verification of the recitals comprising this Statement of Bidder's Qualifications. Dated at this day of ,2016. (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. Subscribed and sworn to before me this day of ,2016. Notary Public My commission expires * * *END OF SECTION* * * STATEMENT OF BIDDERS QUALIFICATIONS CITY CONTRACT NO.895 SQ-2 of 2 AECOM 60441314 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 FY 2016 FLOOD CONTROL GATEWELL REPAIRS, CITY CONTRACT NO.895,as shown on the contract drawings and in accordance with these specifications. The contract drawings, which accompany and form a part of this contract and specifications, are dated January 2016. They have the general title of FY 2016 FLOOD CONTROL GATEWELL REPAIRS, CITY CONTRACT NO.895. The drawings are numbered and separately entitled as follows: SHEET NO. TITLE 1 TITLE SHEET 2 LEGEND AND GENERAL NOTES 3 QUANTITIES AND ESTIMATE REFERENCE 4 PROJECT LOCATION MAP 5 GATEWELL M PLAN 6-9 GATEWELL M AS-BUILTS 10-11 GATEWELL M STRUCTURAL DETAILS 12 GATEWELL M ELECTRICAL DETAILS "+ 13 GATEWELL P PLAN 14-19 GATEWELL P AS-BUILTS 20 GATEWELL P DETAILS —, 21 GATEWELL P ELECTRICAL DETAILS 22 HATCH DETAILS The 2016 Standard Specifications for the Iowa Statewide Urban Design and Specifications Program (as referenced) are to be used along with the special provisions and General Specifications for Construction 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 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. 4. CONSTRUCTION DAMAGE The Contractor shall exercise care during construction operations to ensure the safety and protection to "i 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. GENERAL SPECIAL PROVISIONS CITY CONTRACT NO.895 GSP-1 of4 `c AECOM60441314 " 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 non-salvageable 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. MAILBOXES The Contractor shall notify the United States Postal Department of mailboxes that interfere with any part of the work before removing them, and the Contractor will relocate them as required by the Postmaster. The removal and replacement of mailboxes will not be considered for direct payment, but will be considered incidental to the item 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. 8. BREAKDOWN OF LUMP SUM CONTRACT PRICE ITEMS �. 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 The Contractor will be required to secure, from the proper authorities,permission or permit which may be 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 City Engineer shall approve Contractor's work schedule prior to starting. All revisions shall also be w.. approved. The City 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. ti.. GENERAL SPECIAL PROVISIONS CITY CONTRACT NO.895 GSP-2 of 4 AECOM 60441314 11. PRE-CONSTRUCTION CONFERENCE Before any work is started, the Contractor shall arrange with the City Engineer to hold a pre-construction conference to discuss problems and schedules of contracts. 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 --* utility company. 13. TRAFFIC SIGNS AND STREET SIGNS The Contractor shall contact the City of Waterloo Traffic Operations Department to have any street sign that will be affected by construction removed and replaced when the work has been completed. 14. TRAFFIC CONTROL DURING CONSTRUCTION The Contractor shall 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 required by the latest edition of the "Iowa Manual on Uniform Traffic Control Devices for Streets and Highways"and shall provide,keep and maintain such barricades,signs,etc.,as may be required or as may be ordered by the Engineer, to ensure the safety of the public as well as those engaged on the work. The Engineer shall review all barricading plans. The Contractor shall determine,provide and obtain approval from the City Engineer on all detour locations for all street closings, barricades and posting prior to construction. These shall meet requirements of the City Police Traffic Department. The Contractor shall notify the City Engineer's Office and the Police,Fire and Street Departments when the street is closed for construction. All barricading shall be in accordance with the latest edition of the "Iowa Manual on Uniform Traffic Control Devices for Street and Highways." Encapsulated lens sheeting is not required on this project. 15. GRADES,LINES,LEVELS AND SURVEYS All necessary grades, lines, levels and surveys shall be established by AECOM and maintained by the Contractor. The Contractor shall verify all grades, lines, levels and dimensions as sown on the drawings, and he shall report any errors or inconsistencies in the same to AECOM before commencing work. 1 16. 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 ""I 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. GENERAL SPECIAL PROVISIONS CITY CONTRACT NO.895 GSP-3 of 4 1 AECOM 60441314 17. 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 2016 due to City holidays: February 15 (President's Day), May 30 (Memorial Day), July 4 (Independence Day), September 5 (Lor `� r Day), November 11 (Veterans Day), November 24 (Thanksgiving), November 25 (Day AB Thanksgiving),December 25 (Christmas). * **END OF SECTION* * * imp *4. GENERAL SPECIAL PROVISIONS CITY CONTRACT NO.895 GSP-4 of 4 AECOM 60441314 SPECIAL PROVISIONS 1. TRAFFIC CONTROL--IMPROPER MAINTENANCE The Engineer, or authorized representative, shall periodically review traffic control that has been put in place by the Contractor. If traffic control devices are found to be without proper maintenance, penalties shall be assessed. Improper maintenance shall include,but not be limited to,the following situations: A. Less than 100 percent of lights in working order. B. Any barricade or sign moved or tipped over. C. Fencing not supported in a vertical position. D. Fencing not placed around excavations when workers/equipment is not working at the location. E. Lack of proper barricades or signage. Each incident is treated as a separate citation on an individual basis. It is not intended that minor deficiencies be price adjusted if corrected the day notification is given. In addition to a price adjustment, the Engineer may suspend work for irresponsible and/or repeated failure to construct the project using proper traffic control procedures. Penalties: 1st Offense Written warning given by City. 2nd Offense $ 100 3rd Offense $ 250 4th Offense $ 500 5th Offense $1,000 6th Offense Engineer's discretion(amount .o, or more equal or greater than$1,000) 2. 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 full working day. Days not chargeable for Liquidated Damages will include rain days,Sundays 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 item 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 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. SPECIAL PROVISIONS CITY CONTRACT NO.895 AECOM 60441314 SP-1 of 4 4 3. HAUL ROUTES Haul routes to and from the project site shall be submitted for review by the Engineer. In general, the Contractor shall request haul routes over the main streets in the area,staying on streets within the project as much as possible and should not include truck-embargoed streets. 4. STANDARD SPECIFICATIONS The Standard Specifications,which are referenced in the contract documents,are designated as follows: SUDAS STANDARD SPECIFICATIONS - "2014 Standard Specifications for the Iowa Statewide Urban Design and Specifications Program"(unless otherwise noted)and current revisions thereof. IDOT STANDARD SPECIFICATIONS - "Standard Specifications for Highway and Bridge Construction, ,,,. Iowa Department of Transportation, Ames, Iowa, Series 2012" (unless otherwise noted) and current revisions thereof. WATERLOO STANDARD SPECIFICATIONS - "Standard Specifications for Municipal Public Works Construction,City of Waterloo,Iowa." 5. PERCENT OF CONTRACT TO BE PERFORMED BY CONTRACTOR A. The prime contractor shall be required to perform at least 35 percent of the total contract amount of the project. 6. SPECIAL PROVISIONS Standard Specifications are amended by the following additions. These are Special Provisions and shall prevail over those published in the Standard Specifications. Section 01 11 18 Summary of Work Section 01 33 10 Submittals Section 01 50 10 Temporary Construction Facilities and Utilities Section 01 57 00 Protection of Environment Section 01 78 39 Project Record Documents r, Section 03 61 10 Patching Mortar Section 03 62 00 Nonshrink Grout Section 05 52 15 Aluminum Handrails and Railings Section 26 05 02A Basic Materials and Methods `- Section 31 10 12 Site Preparation Section 31 23 33 Trenching,Backfilling and Compacting Section 40 05 62 FRP Sluice Gates .� Section 40 90 10 General Provisions for Instrumentation and Controls Section 40 90 40 Instrumentation and Control Panels Section 40 95 13 Instrument and Control Panel Construction Section 40 95 14 Panel and Field Devices ti.. 7. QUANTITY ADJUSTMENTS The following Bid Items are exempted from consideration under the provisions of Section B. "Scope of .• Work," paragraph 7 of the "General Specifications for Construction" concerning the variance of the "As- Built" quantity of the listed item by more than twenty(20%)percent from the estimated quantity specified in the contract. SPECIAL PROVISIONS CITY CONTRACT NO.895 SP-2 of 4 AECOM 60441314 { BID ITEM DESCRIPTION EST QTY/UNIT 1 Gatewell M 1.0 LS 2 Gatewell P 1.0 LS 3 Traffic Control 1.0 LS 4 Granular Surfacing on Road 250.0 TONS 8. 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 by the Engineer, and forwarded to the Contractor for reproduction and distribution. B. Submission of Equipment Lists: 1. 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 other descriptive data including the complete description,trade name,model number,type, size,and rating. -r C. Engineer's Review: 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. 9. PROJECT RECORD DOCUMENTS A. Maintain at the project site one record copy of the drawings, project manual, addenda, change orders and other modifications to contract, field orders or clarifications, shop drawings, field test records,and associated permits. SPECIAL PROVISIONS CITY CONTRACT NO.895 AECOM 60441314 SP-3 of 4 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. * * *END OF SECTION* * * Inn r.. r.. Ism SPECIAL PROVISIONS CITY CONTRACT NO.895 SP-4 of 4 AECOM 60441314 • SECTION 01 11 18 SUMMARY OF WORK PART 1 GENERAL 1.01 SUMMARY A. The extent of the work involved is the reconstruction of approximately 4 gatewells,electric operators and associated work in the City of Waterloo. B. Measurement and Payment: 1. Work specified in this section is considered incidental and payment shall be included as part of appropriate lump sum or unit prices included in Bid Form. 1.02 DEFINITIONS A. Standard Specifications: Iowa Statewide Urban Design and Specifications (SUDAS) and Standard Specifications for Highway and Bridge Construction, Series 2016. 1.03 FORM OF SPECIFICATIONS A. These Specifications are written in imperative and abbreviated form. Imperative language of Specification sections is directed at CONTRACTOR, unless specifically noted otherwise. Incomplete sentences in Specifications shall be completed by inserting "shall," "CONTRACTOR shall," "shall be," and similar mandatory phrases by inference in same manner as they are applied to notes on Drawings. Words"shall be" shall be supplied by inference where colon (:) is used within sentences or phrases. Except as worded to contrary,fulfill(perform)indicated requirements whether stated imperatively or otherwise. B. Items of Work are specified by section. Specifications or requirements of one or more sections may apply or be referenced in other sections. C. Provide Work described and•comply with requirements stated in each Specification section and Drawings unless specifically assigned to other Contractors or OWNER. 1.04 CONTRACTS A. Perform Work under unit price Contract(s)with OWNER. 1.05 MILESTONES(WORK SEQUENCE) A. Construct Work in stages to accommodate use of site during construction period;coordinate Construction Progress Schedule and operations with OWNER. B. Construct Work in stages to provide for public convenience. • 1. Do not close off public use of facilities until completion of one stage of construction provides alternative usage. 2. Stages of construction are those indicated on Drawings. " 1 C. Due to potential health hazards and requirements of State of Iowa,Department of Natural Resources,and U.S.Environmental Protection Agency,existing sanitary sewer pipes shall be maintained in operation during construction of new sanitary sewer pipes or temporary pumping from existing piping to new piping shall be carried out. Sanitary sewer service shall be maintained at all times. 01 11 18-1 2016 Gatewell Repairs-60441314 1.06 CONTRACTOR'S USE OF PREMISES A. Limit use of premises for Work and storage to allow for following. 1. OWNER occupancy. 2. Public use. B. Conduct operations to ensure least inconvenience to general public. Coordinate use of premises with OWNER. C. Assume full responsibility for protection and safekeeping of products under this Contract. D. Obtain and pay for use of additional storage or Work areas needed for operations at no additional cost to OWNER. E. Confine operations to areas within Contract limits indicated. Do not disturb portions of site beyond areas in which Work is indicated. F. Keep driveways, roads, and entrances serving premises clear and available to OWNER and public at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on Site. 1.07 EASEMENTS,LICENSES,AND PERMITS A. Easements,construction licenses,and permits obtained for Work shown on Drawings. 1. Comply with provisions of easements,licenses,and permits. 2. Obtain additional construction easements necessary to complete Work. 3. Easements are shown on Drawings. 4. Perform construction within existing rights-of-way. 5. Obtain written authorization from affected property owners or maintaining authorities if construction is outside these areas. 6. Comply with requirements of OWNERS or maintaining authorities. 7. Obtain written approval of restoration from easement grantors shown on Drawings. B. Construction in Highways: 1. Construction within rights-of-way is governed by applicable permits and appropriate sections of Contract Documents. C. Notify property owners of restoration completion by certified mail (return receipt requested,with copy to OWNER)similar to following. "The undersigned Contractor has completed restoration of construction site on which you have granted easement or license for installation of certain utilities and improvements. If site restoration is not completed to your satisfaction, please contact City of Waterloo, Iowa, in writing, and arrangements will be made immediately to view site and restore site in conformance with our Contract obligations. If City of Waterloo does not hear from you in writing within 5 days from above date,site restoration of your -- property will be deemed completed and acceptable to you." (Signature) (Name of CONTRACTOR) (Address of CONTRACTOR) 01 11 18-2 2016 Gatewell Repairs-60441314 1. Complete Work necessary to satisfy terms of Contract. 2. Failure of property owner to notify OWNER within 5 days,in accordance with above example,does not relieve CONTRACTOR of any obligations under Contract. 3. OWNER will: a. Examine site upon receipt of notice of deficiency. b. Have right to have remaining Work done by contract or force account and deduct cost thereof from monies due CONTRACTOR should CONTRACTOR refuse to complete restoration work. c. Waive requirement for obtaining statement if satisfied restoration is completed in accordance with Contract Documents. 1.08 STAKING A. Proposed Work will be staked once, by ENGINEER, at no expense to CONTRACTOR. Should CONTRACTOR request restaking,this Work will be done as ENGINEER'S schedule permits and at expense of CONTRACTOR. Notify ENGINEER at least 3 days prior to start of open-cut work or 7 days prior to start of jacked or augered work and when making periodic requests for line and grade stakes. 1 1. ENGINEER will provide one line of survey stakes for utility work and prepare separate cut sheets where multiple pipes are located in common trench. 2. CONTRACTOR shall maintain survey stakes. 1.09 OPERATIONS DURING FLOOD CONDITIONS A. Contractor shall,at all times,have adequate materials on-site to temporarily close any gatewell structures that have been removed when water levels are forecast to rise above flood levels. B. Contractor shall have personnel on-site during flood conditions to coordinate with Engineer and Owner personnel. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) * * *END OF SECTION* * * ,^ 01 11 18-3 2016 Gatewell Repairs-60441314 SECTION 01 33 10 SUBMITTALS PART 1 GENERAL 1.01 SUMMARY A. Section specifies procedural requirements for Work-related(non-administrative)submittals including Shop Drawings, substitutions, product data, samples, test data, operations and maintenance data, and other miscellaneous Work-related submittals. 1. Submittals for record drawings are specified in Section 01 78 39. B. Administrative Submittals: Procedures concerning items such as listing of manufacturers, Suppliers, Subcontractors,Construction Progress Schedule,schedule of Shop Drawing submissions,bonds,payment applications,insurance certificates,and schedule of values are specified elsewhere. C. Work-Related Submittals: 1. Substitutes and"Or Equal"Items: a. Includes material or equipment which CONTRACTOR requests ENGINEER to accept, after Effective Date of the Agreement. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier,the specification or description is intended to establish the type, function, appearance,and quality required.Unless the specification or description contains or is followed by words reading that no like,equivalent,or"or equal"item or no substitution is permitted,other items of material or equipment or material or equipment of other Suppliers,may be submitted to Engineer for review under the circumstances described below. 2. Shop Drawings: a. Includes technical data and drawings specially prepared for this Project,including fabrication and installation drawings, diagrams, data sheets, schedules, templates, patterns, reports, instructions,design mix formulas,measurements,and similar information not in standard printed _ form. b. Standard catalog type information prepared without specific reference to Project is not considered as Shop Drawing. —. 3. Product Data: a. Includes standard catalog type printed information on manufactured materials,equipment and systems that has not been specially prepared for this Project,including manufacturer's product specifications,catalog cuts,standard wiring diagrams,printed performance curves,mill reports, and standard color charts. 4. Samples: a. Includes fabricated and manufactured physical examples of materials, products, and units of work,includes complete units,partial cuts of manufactured or fabricated work,swatches showing color,texture,and pattern,and units of work to be used for independent inspection and testing. b. Mock-ups are special forms of samples too large or otherwise inconvenient for handling in manner specified for transmittal of sample submittals. 01 33 10-1 2016 Gratewell Repairs-60441314 5. Test Results: a. Includes source and field quality inspection and test reports, actual performance curves, and certifications of results prepared specifically for equipment,material,and systems provided for this Project. b. Standard catalog charts or standard test results are considered Product Data. 6. Operations and Maintenance Data: a. Includes information and directions for operating and maintaining equipment provided and ` installed for this Project. May be standard for equipment or prepared specifically for this Project. 7. Miscellaneous Submittals: a. Work-related submittals that do not fit in previous categories,includes schedules,photographs, guarantees,warranties,certifications,maintenance agreements,workmanship bonds,survey data and reports,physical work records,copies of industry standards,field measurement data,extra �- materials,keys,and similar information,devices,and materials applicable to Work. 1.02 SUBMITTAL PROCEDURES Imo A. Scheduling: I. CONTRACTOR is not required to submit preliminary or final schedule of Submittals. B. Coordination: 1. Coordinate preparation and processing of submittals with performance of Work. Coordinate each submittal with other submittals and related activities such as substitution requests,testing,purchasing, fabrication,delivery,and similar activities requiring sequential activity. 2. Coordinate submission of different units of interrelated Work so one submittal not be delayed by .. ENGINEER'S need to review related submittal. ENGINEER may withhold action on submittal requiring coordination with other submittals until related submittals are provided. 3. Prepare and transmit each submittal sufficiently in advance of scheduled performance of related Work ` and other applicable activities. 4. Before submitting each Shop Drawing or Sample,Contractor shall have: a. reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; b. determined and verified all field measurements,quantities,dimensions,specified performance and design criteria,installation requirements,materials,catalog numbers,and similar information with respect thereto; c. determined and verified the suitability of all materials offered with respect to the indicated application,fabrication,shipping,handling,storage,assembly,and installation pertaining to the performance of the Work;and ••• d. determined and verified all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. boo two 01 33 10-2 2016 Gatewell Repairs-60441314 C. Submittal Preparation: 1. Stamp and sign each submittal certifying to review of submittal, verification of material, and equipment, field measurement, field construction criteria, and coordination of information within .... submittal with Contract Documents. 2. Transmittal Form: Identify following: a. Date of submittal and dates of previous submittals. b. Project title and number. c. Submittal number. d. Contract identification. e. Names of: 1) CONTRACTOR. 2) Supplier. 3) Manufacturer. f. If submittal is for substitute item of material or equipment,identify as"substitute"on transmittal and include"Contractor's Application for Consideration of Substitute"with submittal g. Identification of equipment and material with equipment identification numbers,motor numbers, and Specification section number. h. Variations from Contract Documents. D. Resubmittal Preparation: 1. Comply with requirements described in Submittal Preparation above,and in addition: a. Identify on transmittal form submittal is resubmission. b. Make corrections or changes in submittals required by ENGINEER'S notations on returned submittal. c. Respond to ENGINEER'S notations: 1) On transmittal or separate page attached to CONTRACTOR'S resubmission transmittal, answer or acknowledge in writing notations or questions indicated by ENGINEER on ENGINEER'S transmittal form returning reviewed submission to CONTRACTOR. 2) Identify each response by question or notation number established by ENGINEER. _ 3) If CONTRACTOR does not respond to each notation or question,resubmission will be returned without action by ENGINEER until CONTRACTOR provides written response to ENGINEER'S notations or questions. d. CONTRACTOR-initiated revisions or variations. 1) On transmittal form,identify variations or revisions from previously reviewed submittal, other than those called for by ENGINEER. 2) ENGINEER'S responsibility for variations or revisions is established in the Actions On Submittals paragraph of this section. 1.03 SPECIFIC SUBMITTAL REQUIREMENTS A. General: 1. Specific submittal requirements for individual units of Work are specified in applicable Specification section. Except as otherwise indicated in Specification sections,comply with requirements specified below for each indicated type of submittal. 01 33 10-3 2016 Gatewell Repairs-60441314 lano tom 2. If ENGINEER has responded to Written Clarification/Interpretation/Request submitted by CONTRACTOR,CONTRACTOR shall include ENGINEER'S response with applicable submittal. B. Requests for Substitute Items: 1. Collect data for items to be submitted for review as substitute items into one submittal for each item of material or equipment. 2. Include completed"Contractor's Application for Consideration of Substitution"form as required by Supplementary Conditions. 3. Submit with other scheduled submittals for material or equipment allowing time for ENGINEER to evaluate additional information required to be submitted. 4. If CONTRACTOR requests to substitute for material or equipment specified,but not identified in Specification as requiring submittals, CONTRACTOR shall indicate substitution submittal in Submittal Schedule. 5. Contractor shall submit sufficient information as provided below to allow Engineer to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefore.Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor. 6. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use.The application: a. shall certify that the proposed substitute item will: 1) perform adequately the functions and achieve the results called for by the general design, 2) be similar in substance to that specified,and Im' 3) be suited to the same use as that specified; b will state: Imo 1) the extent,if any,to which the use of the proposed substitute item will prejudice Contractor's achievement of Substantial Completion on time, 2) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents(or in the provisions of any other direct contract with Owner for other work on the Project)to adapt the design to the proposed substitute item,and 3) whether incorporation or use of the proposed substitute item in connection with the Work is r. subject to payment of any license fee or royalty; c will identify: Imp 1) all variations of the proposed substitute item from that specified,and 2) available engineering,sales,maintenance,repair,and replacement services; and d. shall contain an itemized estimate of all costs or credits that will result directly or indirectly from .� use of such substitute item,including costs of redesign and claims of other contractors affected by any resulting change. C. Shop Drawings: 1. Submit newly prepared information,with graphic information at accurate scale and name of preparer indicated(firm name). Show dimensions and note which are based on field measurement,identify ,.. materials and equipment included in Work,and revisions on resubmittals. Indicate compliance with standards and notation of coordination requirements with other Work. 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 01 33 10-4 2016 Gatewell Repairs-60441314 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 of materials,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. 2. Provide 8 in.by 3 in.blank space for CONTRACTOR and ENGINEER stamps. D. Product Data: 1. Preparation: a. Collect required data into single submittal for each unit of Work or system. Where product data includes information on several similar materials or equipment,some of which are not required for use on Project or not included in submittal, mark copies to show which items are not applicable to Project. b. Where product data must be specially prepared for equipment,materials or systems,because standard printed data is not suitable for use,submit data as Shop Drawing and not as product data. 2. Submittals: a. Submit 6 copies. b. Submittal is final when ENGINEER returns submittal marked"No Exception Taken",or"Make Corrections Noted". 3. Distribution: a. Maintain one set of product data(for each submittal)at Project site,available for reference by ENGINEER and others. E. Samples: 1. Preparation: a. Provide samples physically identical with proposed materials or equipment to be incorporated into Work. Where variations in color, pattern or texture are inherent in material or product represented by sample, submit multiple units(not less than 3)showing approximate limits of variations. b. Provide full set of option samples where selection by ENGINEER is required. c. Include information with each sample to show generic description,source or product name and manufacturer,limitations,and compliance with standards. d. Submit samples for ENGINEER'S visual review of general generic kind,color,pattern,texture, and for final check of coordination of these characteristics with other related elements of Work. e. Mock-ups and similar samples specified in Specification sections are recognized as special type of samples. Comply with samples submittal requirements to greatest extent possible. 2. Submittals: a. At CONTRACTOR'S option, and depending upon nature of anticipated response from ENGINEER,initial submittal of samples may be preliminary or final submittal. b. Preliminary submittal, of single set of samples, required where Specification's indicate ENGINEER'S selection of color,pattern,texture or similar characteristics from manufacturer's range of standard choices is necessary. Preliminary submittals will be reviewed and returned with ENGINEER'S"Action"noted. c. Final Submittals: Submit 3 sets of samples in final submittal, 1 set will be returned. 01 33 10-5 2016 Gatewell Repairs-60441314 3. Distribution: a. Maintain returned set of samples at Project site,in suitable condition and available for quality control comparisons throughout course of performing Work. F. Test Results: 1. Preparation: a. Identify each test by Specification section and type of test. 2. Submittals: a. Submit 3 copies. b. Submittal is to confirm that results of tests verify materials,products,and systems comply with Contract Documents and are not for approval. 3. Distribution: a. Unless otherwise required in Specifications,test results shall be submitted to ENGINEER'S field ` office or if ENGINEER has no field office to ENGINEER'S office. G. Miscellaneous: 1. Guarantees,Warranties,Maintenance Agreements,and Workmanship Bonds: a. Refer to Specification sections for requirements. Submittal is considered final when submittal returned by ENGINEER,marked"No Exceptions Taken"or"Make Corrections Noted". b. In addition to copies desired for CONTRACTOR'S use,furnish 2 executed copies. Provide 2 additional copies where required for maintenance data. 2. Certifications: a. Refer to Specification sections for requirement on submittal of certifications. Submit 6 copies. Ism are submitted for review of conformance with specified requirements and information. 3. Closeout Submittals: a. Refer to Specification sections and Section 01 78 39 for requirements on submittal of closeout information,materials,tools,and similar items. 1) Materials and Tools: Spare parts,extra and overrun stock,maintenance tools and devices,keys,and similar physical units to be submitted. 2) Operating and maintenance data. �. H. Operating and Maintenance(O&M)Data: 1. Organize operations and maintenance information into suitable sets of manageable size,and bind into �. individual binders properly identified and indexed(thumb-tabbed). Include emergency instructions, safety precautions, spare parts listing, copies of warranties, wiring diagrams, recommended "turn-around"cycles, inspection procedures, Shop Drawings,Product Data,and similar applicable information. 01 33 10-6 2016 Gatewell Repairs-60441314 I a. Manufacturer's printed instructions regarding safety precautions for both (a) protection of personnel operating equipment and systems and (b)prevention of damage to equipment and systems. b. Shop Drawings and other submittals included in O&M data shall be corrected to include,in same .,, format and style as original submittal,review comments. c. Data may be submitted on CD Rom if approved by ENGINEER. 2. Binders: Commercial quality D-Ring binder with durable and cleanable plastic covers. Paperboard and laminated paperboard covers are not acceptable. a. Do not fill binders to more than 75%of capacity. b. When multiple binders are used for an item of equipment, organize contents into related groupings. Each binder cover shall bear identification of specific contents. 3. Cover Label: Label each binder cover and spine with typed or printed title "OPERATION AND -�+ MAINTENANCE INSTRUCTIONS"and following: a. Project title. b. Name(s)of applicable building(s)or structure(s)as shown on Drawings in which equipment located. c. Name of equipment as set forth in Contract Documents. d. Specification section number for equipment as set forth in Contract Documents. 4. Submit after equipment requiring O&M data has been returned "No Exceptions Taken"or"Make Corrections Noted". 5. Submit 6 copies of each manual. General Distribution: 1. Unless required elsewhere,provide distribution of submittals to Subcontractors,suppliers,governing authorities,and others as necessary for proper performance of Work. 2. Provide copies of submittals bearing ENGINEER'S action stamp to: a. Job site file. b. Record documents file. 1.04 ACTION ON SUBMITTALS A. ENGINEER'S Action: 1. General: a. Except for submittals for record and similar purposes,where action and return on submittals is 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 uniform,self-explanatory action stamp,appropriately marked with submittal action. c. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer.Engineer's review and approval will be only to determine if the items covered by the submittals will,after installation or incorporation in the Work,conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 01 33 10-7 2016 Gatewell Repairs-60441314 1 d. Engineer's review and approval will not extend to means,methods,techniques,sequences,or procedures of construction(except where a particular means,method,technique,sequence,or procedure of construction is specifically and expressly called for by the Contract Documents)or to safety precautions or programs incident thereto.The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. e. Engineer's review and approval shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of request for substitution items and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer's review and approval shall not relieve Contractor from �. responsibility for complying with the requirements of submittal procedure coordination. 2. Notification of Insufficient Information: hum 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 be placed in an"On Hold"status and not returned until CONTRACTOR provides additional information. 3. Unsolicited Submittals: ENGINEER will return unsolicited submittals to CONTRACTOR without reviewing. ' 4. If in Engineer's sole discretion an item of material or equipment proposed by Contractor is or functionally equal to that named and sufficiently similar so that no change in related Work will be required,it may be considered by Engineer as an"or equal"item,in which case review and approval of the proposed item may,in Engineer's sole discretion,be accomplished without compliance with •- some or all of the requirements for approval of proposed substitute items.A proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction,quality,durability,appearance,strength,and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole;and 3) it has a proven record of performance and availability of responsive service. b. Contractor certifies that,if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times;and ,a, 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. B. Action Stamp: 1. Marking: No Exceptions Taken. a. Final Unrestricted Release: When 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. 2. Marking: Make Corrections Noted. a. Final-But-Restricted Release: When submittals are marked as "Make Corrections Noted Exceptions",Work covered by submittal may proceed provided it complies with ENGINEER'S 01 33 10-8 2016 Gatewell Repairs-60441314 notations or corrections on submittal and with Contract Documents. Acceptance of Work °" depends on that compliance. Resubmittal not required. 3. Marking: Rejected; See Remarks. a. Submittal Not Accepted: When submittals are marked as "Rejected; See Remarks", do not proceed with Work covered by submittal. Work covered by submittal does not comply with Contract Documents. b. Prepare new submittal for different material or equipment supplier or different product line or material of same supplier complying with Contract Documents. 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 used at Project site or elsewhere where Work is in progress. b. Revise submittal or prepare new submittal in accordance with ENGINEER'S notations in accordance with resubmittal requirements of this section. Resubmit without delay. Repeat if required to obtain different action marking. PART 2 PRODUCTS (Not Used) .. PART 3 EXECUTION (Not Used) * * *END OF SECTION* * * mow f+► +ti rot 01 33 10-9 2016 Gatewell Repairs-60441314 1 SECTION 01 50 10 TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES PART 1 GENERAL 1.01 QUALITY ASSURANCE A. Items provided under this section shall be listed or labeled by UL or other Nationally Recognized Testing Laboratory(NRTL). 1. Term"NRTL"shall be as defined in OSHA Regulation 1910.7. 2. Terms"listed"and"labeled"shall be as defined in National Electrical Code,Article 100. B. Regulatory Requirements: 1. National Electrical Code (NEC): Components and installation shall comply with National Fire Protection Association(NFPA)70. ry C. Comply with federal,state,and local codes and regulations,and with utility company requirements. ,.t PART 2 PRODUCTS 2.01 WATER FOR CONSTRUCTION 1 A. Water is not available at Project site. Make arrangements and pay costs to obtain suitable\ ater. 2.02 WATER FOR TESTING A. CONTRACTOR shall provide water necessary for testing prior to acceptance of Work,unless specifically stated otherwise in Specifications for equipment,system or facility. 2.03 SANITARY FACILITIES A. No sanitary facilities are available on site. B. Provide temporary sanitary toilet facilities conforming to state and local health and sanitation regulations,in sufficient number for use of ENGINEER'S,CONTRACTOR'S and Subcontractor's employees. C. Maintain in sanitary condition and provide supply of toilet paper. 2.04 TEMPORARY FIRE PROTECTION II i A. Provide and maintain in working order,minimum of one fire extinguisher on each floor of each building,and such other fire protective equipment and devices as would be reasonably effective in extinguishing fires during early stages by personnel at Project site. 2.05 TEMPORARY SITE AND OTHER ROADS A. Construct and maintain temporary site roadways in snow free,ice free,drivable condition necessary to carry out construction operations. 01 50 10-1 2016 Gatewell Repairs-60441314 B. Maintain OWNER'S existing on-site roads and public roads used during construction free from accumulations of dirt, mud and construction debris resulting from construction operations. Roads shall be considered "maintained"when material has been removed by sweeper. 2.06 SECURITY A. Security will not be provided by OWNER. B. CONTRACTOR shall be responsible for loss or injury to persons or property where Work is involved,and shall provide security and take precautionary measures to protect CONTRACTOR'S and OWNER'S interests. 2.07 TEMPORARY FENCING A. Provide temporary fencing sufficient to prevent trespass by CONTRACTOR'S and Subcontractor's employees and Suppliers onto private property and by public onto construction site. B. Materials shall be sufficiently durable to be effective for Contract Time. 2.08 PROJECT SIGN A. Provide sign suitably supported and erected on Project site. 1. Provide one sign,8 ft long by 4 ft high,meeting U.S.EDA sign details as shown in this specification section. a. Electronic color copies of U.S.EDA Logo and U.S.EDA sign will be provided to lowest bidder. b. "City of Waterloo"is"Investment Recipient"in EDA site sign specifications and Recipient name on U.S.EDA sign. B. Locate signs where designated by ENGINEER. C. Do not place other signs on-site except name of respective Subcontractors on their field offices or storage buildings. PART 3 EXECUTION 3.01 GENERAL A. Comply with applicable requirements specified elsewhere in these specifications. B. Maintain and operate systems to ensure continuous service. C. Modify and extend systems as Work progress requires. 3.02 REMOVAL AND RESTORATION A. Completely remove temporary materials,equipment,signs,and structures when no longer required. B. In unfinished areas,clean and repair damage caused by temporary installations or use of temporary facilities, restore drainage,and evenly grade,seed or plant as necessary to provide appearance equal to or better than original. C. In finished areas,restore existing or permanent facilities used for temporary services to specified,or original condition. 01 50 10-2 2016 Gatewell Repairs-60441314 MINN 3.03 DAMAGE TO EXISTING PROPERTY A. CONTRACTOR is responsible for replacing or repairing damage to existing buildings,structures,sidewalks, roads,parking lot surfacing,and other existing assets. B. CONTRACTOR shall have option of having OWNER contract for such Work and have cost deducted from Contract price. * * *END OF SECTION * * * .641 01 50 10-3 2016 Gatewell Repairs-60441314 .d SECTION O1 57 00 "+ PROTECTION OF ENVIRONMENT PART 1 GENERAL 1.01 SUMMARY A. CONTRACTOR,in executing Work, shall maintain Work areas on-and off-site free from environmental pollution that would be in violation of federal,state or local regulations. B. Payment: rr 1. Consider Work specified in this section incidental and include payment as part of appropriate lump sum or unit prices specified in Bid Form. I 1.02 PROTECTION OF STORM SEWERS A. Prevent construction material,pavement,concrete,earth or other debris from entering existing storm sewer or `� sewer structure. 1.03 PROTECTION OF WATERWAYS A. Observe rules and regulations of State of Iowa and agencies of U.S.government prohibiting pollution of lakes,streams,rivers or wetlands by dumping of refuse,rubbish,dredge material or debris. "' 1. Permits obtained by OWNER are contained in Project Forms. 2. Other permits shall be obtained by CONTRACTOR at CONTRACTOR'S cost. B. Provide holding ponds or approved method which will divert flows,including storm flows and flows created by construction activity,to prevent excessive silting of waterways or flooding damage to property. C. Comply with Section 9040 of the SUDAS Specifications. 1.04 DISPOSAL OF EXCESS EXCAVATED AND OTHER WASTE MATERIALS A. Excess excavated material not required or not suitable for backfill and other waste material shall be disposed of in accordance with local regulatory requirements. B. Provide watertight conveyance for liquid,semi-liquid or saturated solids which tend to bleed during transport. Liquid loss from transported materials is not permitted, whether being delivered to construction site or hauled away for disposal. Fluid materials hauled for disposal must be specifically acceptable at selected disposal site. 1.05 PROTECTION OF AIR QUALITY A. Minimize air pollution by requiring use of properly operating combustion emission control devices on construction vehicles and equipment and encourage shutdown of motorized equipment not in use. B. Do not burn trash on construction site. -M C. If temporary heating devices are necessary for protection of Work,they shall not cause air pollution. 1.06 THAWING OF FROZEN GROUND 01 57 00-1 2016 Gatewell Repairs-60441314 org A. Obtain permit from appropriate local authority before building fire to thaw frozen ground,and comply with conditions of permit. B. Use fuel which does not create air pollution or inconvenience public. C. ENGINEER reserves right to prohibit fires for thawing whenever deemed undesirable. 1.07 USE OF CHEMICALS A. Chemicals used during project construction or furnished for project operation,whether herbicide,pesticide, disinfectant,polymer,reactant or of other classification,shall be approved by U.S.EPA or U.S.Department of Agriculture or any other applicable regulatory agency. B. Use and disposal of chemicals and residues shall comply with manufacturer's instructions. 1.08 NOISE CONTROL A. Conduct operations to cause least annoyance to residents in vicinity of Work, and comply with applicable local ordinances. B. Equip compressors, hoists, and other apparatus with mechanical devices necessary to minimize noise and dust. Equip compressors with silencers on intake lines. C. Equip gasoline or oil-operated equipment with silencers or mufflers on intake and exhaust lines. D. Line storage bins and hoppers with material that will deaden sounds. E. Conduct operation of dumping rock and of carrying rock away in trucks so as to cause minimum of noise and dust. F. Route vehicles carrying rock,concrete or other material over such streets as will cause least annoyance to public and do not operate on public streets between hours of 6:00 p.m. and 7:00 a.m., or on Saturdays, Sundays or legal holidays unless approved by OWNER. 1.09 DUST CONTROL A. Due to close geographic location of Project to other off-site facilities and residential homes take special care in providing and maintaining temporary site roadways, OWNER'S existing roads, and public roads used during construction operations in clean,dust free condition. B. Comply with local environmental regulations for dust control. If CONTRACTOR'S dust control measures are considered inadequate by ENGINEER,ENGINEER may require CONTRACTOR to take additional dust control measures. 1.10 FUELS AND LUBRICANTS A. Comply with local,state and federal regulations concerning transportation and storage of fuels and lubricants. B. Fuel storage area and fuel equipment shall be approved by OWNER prior to installation. Submit containment provisions to OWNER for approval. C. Report spills or leaks from fueling equipment or construction equipment to OWNER and cleanup as required. D. OWNER may require CONTRACTOR to remove damaged or leaking equipment from Project site. 01 57 00-2 2016 Gatewell Repairs-60441314 MO 1.11 PILE AND SHEATHING DRIVING NOISE A. If piles are required,use only pile driver hammers with mufflers capable of significantly reducing noise and use barriers or shielding techniques as necessary to comply with applicable federal, state, and local ordinances. PART 2 PRODUCTS (Not Used) •� PART 3 EXECUTION (Not Used) * * *END OF SECTION* * * art oinq .** V +opt 01 57 00-3 2016 Gatewell Repairs-60441314 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 GENERAL 1.01 SUMMARY A. Maintain at site one record copy of: 1. Drawings. ... 2. Project Manual. 3. Addenda. 4. Change orders and other modifications to Contract. 5. ENGINEER'S Field Orders,Work Change Directives,Written Amendments,or clarifications. 6. Returned Shop Drawings and other submittals. 7. Field test records. 8. Associated permits. 1.02 SUBMITTALS A. At Substantial Completion: 1. Deliver 1 marked up set of Drawings to ENGINEER for use in preparation of record drawings. B. Submit with transmittal letter containing following: ohm 1. Date. 2. Project title and number. 3. CONTRACTOR'S name and address. 4. Title of record document. 5. Signature of CONTRACTOR or authorized representative. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store record documents and samples on-site apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide secure storage space for storage of samples. B. Maintain record documents in clean,dry,legible condition and in good order. Do not use record documents for construction purposes. ... C. Make record documents and samples available for inspection by ENGINEER or OWNER. D. Failure to properly maintain record documents may be reason to delay portion of progress payments until records comply with Contract Documents. aft 01 78 39-1 2016 Gatewell Repairs-60441314 3.02 RECORD DOCUMENTS A. General: ... 1. Maintain 1 complete set of Drawings and Project Manual,including Addenda, legibly annotated to show changes made during construction. 2. Label each document"PROJECT RECORD"in neat,large printed letters. 3. Record information concurrently with construction progress: a. Do not conceal Work until information is recorded. b. Record changes made by Field Order, Change Order or Work Directive Change and identify — document number. 4. Give particular attention to concealed equipment and materials that would be difficult to measure and record at later date. B. Drawings: 1. Graphically depict changes by modifying or adding to plans,details,sections,elevations,or schedules. 2. Make changes on each sheet affected by changes. 3. Dimensions: ..- a. Depths of various elements of foundation in relation to finish first floor datum. b. Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 4. Location of internal utilities and appurtenances concealed in construction,referenced to visible and accessible features of structure. _. 5. Details not on original Drawings. 6. Location and identification of exposed interior piping, including those shown schematically on Drawings. 7. Size of equipment and location including connections. — 8. Electrical and Instrumentation: a. Horizontal and vertical locations and size of underground cable, conduit, and duct runs dimensioned from established building lines. - b. Plan location and size of interior concealed and exposed feeders. c. Size and location of access panels. d. Variations from original Drawings. C. Specifications: 1. Mark Specification sections to show substantial variations in actual Work performed in comparison — with text of Specifications and modifications. 2. Include variations in products delivered to site and from manufacturer's installation instructions and recommendations. .� 3. Give particular attention to substitutions and selection of options and similar information. 4. Note related record drawing information and Product Data. * * *END OF SECTION* * * 01 78 39-2 2016 Gatewell Repairs-60441314 SECTION 03 61 10 PATCHING MORTAR PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Polymer modified,cementitious,fast setting,mortar for repair of concrete surfaces. 1.02 SUBMITTALS A. Product Data: -- 1. Manufacturer's literature. B. Submit in accordance with Section 01330. PART 2 PRODUCTS 2.01 MATERIALS A. Manufacturers: 1. Sikatop,by Sika Corporation. 2. Duratop,by L&M Construction Chemicals. 3. Gel Patch by BASF Admixtures. 4. Or Equal B. Polymer modified cementitious system consisting of 2 components. 1. Component A: Liquid polymer emulsion of acrylic copolymer base and additives.2. Component B: Blend of selected Portland cements,specially graded aggregates,organic accelerator, and admixtures for controlling setting time,water reducers for workability,and corrosion inhibitor. 3. System shall not contain chlorides, nitrates, added gypsum, added lime or high alumina cements. System shall be noncombustible,before or after cure. 4. Color: Concrete gray. 5. Minimum Compressive Strength: 5,000 psi. 6. Bond Strength: 100%concrete substrate failure(pull off method),minimum 400 psi. ..11 7. System shall not produce vapor barrier,shall be thermally compatible with concrete,and freeze-thaw resistant. PART 3 EXECUTION 3.01 PREPARATION A. Prepare surface in accordance with manufacturer's written recommendations and Section 03300. 3.02 APPLICATION •"�+ A. Apply and cure patching mortar in accordance with manufacturer's written recommendations. * * *END OF SECTION* * * 03 61 10-1 2016 Gatewell Repairs-60441314 row SECTION 03 62 00 NONSHRINK GROUT PART 1 GENERAL 1.01 SUBMITTALS ^� A. Product Data: 1. Manufacturer's literature. B. Submit in accordance with Section 01330. �+ PART 2 PRODUCTS 2.01 MATERIALS r` A. Manufacturers: 1. Fluid Grout 100,Five Star Products,Inc. 2. Masterflow 713 Grout. BASF Admixtures. 1 3. Euco NS Grout,Euclid Chemical Company. 4. Crystex,L&M Construction Materials,Inc. 5. Sika Grout 212 by Sika Corporation. 6. Or Equal B. Grout: 1. Cement base, nonmetallic, nongas forming, nonshrink, preblended and ready-to-usc requiring only addition of water at Project site. 2. Comply with ASTM C1107 and CRD C621,Grade B. 3. Of moderate fluidity with minimum compressive strength of 5,000 psi at 28 days and shall not bleed. C. Water: 1. Clean and free from injurious chemicals and deleterious materials. PART 3 EXECUTION 3.01 PREPARATION A. Clean grout contact surfaces of oil, grease, scale, and other foreign matter. Chip away unsound concrete leaving surface level but rough. B. Underside of base plates of machinery,rails,and bolts shall be free of grease,oil,dirt or coatings. 3.02 MIXING AND PLACING A. Mix and place in accordance with manufacturer's written instructions. B. Provide sealing materials where necessary to retain grout until hardened. C. Work grout from one side to other. Avoid trapping air under base plates. 03 62 00-1 2016 Gatewell Repairs-60441314 D. Remove plastic anchor bolt sleeve tops where used,and fill with grout at same time base plates are grouted. 3.03 CURING A. Cure with curing compound or as recommended by grout manufacturer. * * *END OF SECTION* * * T 7r 03 62 00-2 2016 Gatewell Repairs-60441314 SECTION 05 52 15 '1( ALUMINUM HANDRAILS AND RAILINGS PART 1 GENERAL 1.01 SYSTEM DESCRIPTION .•. A. Design Requirements: 1. Design railing system to resist load specified in latest edition of IBC and OSHA. 1.02 SUBMITTALS A. Shop Drawings: 1. Plan showing layout including splices,attachments,and mounting. 2. Identify location and type indicated. 3. Indicate railings in related and dimensional position with scale elevations. B. Product Data: 1. Manufacturer's literature. 2. Assembly and installation instructions. C. Test Results: 1. Catalog data or design information. a. Submit test data showing load,and deflection due to load, in enough detail to prove handrail system satisfies OSHA requirements. b. Provide test data on base connections of types required for Project. Acceptance for use will not be granted without test data. 2. Design calculations for railing system only when requested by ENGINEER. Engineering calculations shall include transfer of forces from base of railing post, through base connection assembly, into supporting structure. D. Operation and Maintenance(O&M)Data: 1. Manufacturer's recommendations describing procedures for maintaining including cleaning materials, application methods,and precautions as to use of materials which may be detrimental to finish when improperly applied. "`, E. Submit in accordance with Section 01 33 10. 1.03 QUALITY ASSURANCE A. Handrails provided shall be end products of one manufacturer to achieve standardization for appearance, maintenance,and replacement. +r w 05 52 15-1 2016 Gatewell Repairs-60441314 1 1.04 DELIVERY,STORAGE,AND HANDLING A. Deliver, store,and handle components in manner preventing damage to finished surfaces. 1. Pack tubes and elbows in individual plastic shrink film to protect finish. Do not remove until after installation. B. Storage of Materials: 1. Store components in dry,clean location,away from uncured concrete and masonry. 2. Cover with waterproof paper,tarpaulin or polyethylene sheeting. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Wagner,Inc. B. Alumaguard. C. Enerco Metal Products,Inc. D. Rocky Mountain Railings. E. Or Equal. 2.02 MATERIALS A. Aluminum alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated,and with not less than strength and durability properties of alloy and temper designated below for each aluminum form required. 1. Extruded Structural Pipe and Tube: ASTM B429, alloy 6063-T6, Schedule 40, 1-1/2 in. IPS (1.90 in. OD,0.145 in.wall thickness). 2. Plate and Sheet: ASTM B209(ASTM B209M),alloy 6061-T6. 3. Die and Hand Forgings: ASTM B247(ASTM B247M),alloy 6061-T6. B. Fittings: 1. Fabricate from material similar to railings. 2. Elbows,flanges,sleeves,brackets,and similar items shall be riveted,set screw,bolted or welded. 3. Connections shall be continuous dia type for smooth appearance and to permit continuous sliding of ..- hands. C. Extensions: 1. Fittings for open handrail extensions shall be of welded construction and welded to vertical posts to comply with OSHA loading requirements. Welds shall be ground smooth and finished to match manufacturer's finish. D. Chains: 3/16 in. minimum stainless steel link chain with spring actuated stainless steel clasp capable of withstanding 250 lb horizontal force. .. E. Toe Plate: 1/4 in. thick by 4 in. high, flat aluminum, alloy 6063-T6, or "S" type aluminum plate, with clamp-on type connection. 05 52 15-2 2016 Gatewell Repairs-60441314 2.03 FINISHES A. Aluminum Association Finish Designation: AA-M12A41 (Mechanical finish,nonspecular,anodic coating, architectural Class I,clear coating 0.7 mil complying with AAMA 607.1 on exposed surfaces. 1. Extruded Components: 0.7 mil anodized. 2. Cast Components: 0.4 mil anodized. 2.04 FASTENINGS A. Mechanical Fasteners: Stainless steel. 2.05 FABRICATION A. Field-verify dimensions before fabrication. B. Form connections and changes in rail direction by using prefabricated fittings or radius bends. C. Remove burrs from exposed cut edges. D. Form elbow bends and wall returns to uniform radius, free from buckles and twists,with smooth finished surfaces or use prefabricated bends. E. Locate intermediate rails between top rail and finish floor as indicated on Drawings. F. Space posts as shown on Drawings. Where spacing not shown,space posts not more than 5 ft oc. G. Provide base flange mounting base plate. H. Fabricate joints which will be exposed to weather to exclude water or provide weep holes where water may accumulate. I. Fabricate gates as shown on Drawings. PART 3 EXECUTION `" 3.01 INSTALLATION A. Install as shown on Drawings and approved submittals. B. Set posts plumb and aligned in each direction to within 1/8 in. in 12 ft. C. Assemble and install in accordance with manufacturer's written instructions. D. Expansion Joints(Exterior Only): 1. General: a. Provide at intervals of not more than 30 ft oc. b. Locate joints within 12 in.of posts. c. Design for temperature differential of 75°. 05 52 15-3 2016 Gatewell Repairs-60441314 rr 2. Railings: a. Provide slip joint with internal sleeve extending 2 in.beyond each side of joint. 3. Toe Plate: a. Provide slip joint in accordance with Drawings.E. Install safety chains. Number of chains shall match number of horizontal rails. Chain drape shall not exceed 3 in. F. Provide toe board or plate except on stairs and where concrete curb provided. Install with bottom not more than I/4 in.above walking surface. Match expansion joint location to railing joint location. G. Railings shall be continuous,without gaps,for entire length of stair,including scissors and right angled stairs. 3.02 CLEANING A. Wash thoroughly using clean water and soap,rinse with clean water. B. Do not use acid solution,steel wool or other harsh abrasive. C. If stain remains after washing,remove finish,and restore in accordance with manufacturer's recommendations. 3.03 FIELD QUALITY CONTROL A. Remove stained or otherwise defective Work and replace with material meeting Specifications. * * *END OF SECTION* * * 05 52 15-4 2016 Gatewell Repairs-60441314 SECTION 26 05 02A BASIC MATERIALS AND METHODS *-1PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Raceway Systems 2. Wire,Cables and Connectors 3. Wiring Devices 4. Motor and Circuit Disconnects 5. Fuses v-, 6. Panelboards. 7. Mini-Power Centers 1.02 SUBMITTALS A. Approval of equipment supplied in this section is contingent upon CONTRACTOR verification of available fault current from electric utility. .r 1. Notify ENGINEER if available fault current is higher than specified equipment. B. Product Data: 1. Submit for disconnects,panelboards, [circuit breakers],and mini-power centers. 2. Product data sheets with printed installation instructions. C. Shop Drawings: 1. Show enclosure dimensions,nameplate nomenclature,electrical ratings,and thermal unit schedule. 2. Wiring diagrams and schematics. D. Operation and Maintenance(O&M)Data: 1. Maintenance data for materials and products for inclusion in Operating and Maintenance Manual. E. Submit in accordance with Section 01340. 1.03 QUALITY ASSURANCE A. Items provided under this section shall be listed or labeled by UL or other Nationally Recognized Testing Laboratory(NRTL). 1. Term"NRTL"shall be as defined in OSHA Regulation 1910.7. 2. Terms"listed"and"labeled"shall be as defined in National Electrical Code,Article 100. B. Regulatory Requirements: 1. National Electrical Code (NEC): Components and installation shall comply with National Fire Protection Association(NFPA)70. 26 05 02A-1 2016 Gatewell Repairs-60441314 PART 2 PRODUCTS 2.01 METAL CONDUIT AND TUBING 14. A. Galvanized Rigid Steel Conduit: ANSI C80.1. B. Plastic-Coated Steel Conduit and Fittings: NEMA RN 1. C. Electrical Metallic Tubing and Fittings: ANSI C80.3 with compression-type fittings. D. Flexible Metal Conduit: Zinc-coated steel. E. Liquidtight Flexible Metal Conduit: Flexible steel conduit with PVC jacket. 2.02 NONMETALLIC CONDUIT A. Rigid Nonmetallic Polyvinyl Chloride(PVC)Conduit: NEMA TC 2,Schedule 40 or 80 PVC. 2.03 FITTINGS A. Fittings for steel conduits: ... 1. Steel or malleable iron,zinc galvanized or cadmium plated. 2. Do not use set screw or indentor type fittings. 3. Do not use aluminum or die cast fittings. 4. EMT and GRS Connectors and Couplings: a. Threaded. lam b. Insulated throat. c. Gland compression type. d. Rain and concrete type. v 5. Comply with ANSI C80.4. 6. Comply with NEMA FB 1,compatible with conduit materials. B. Conduit bodies: 1. Malleable iron with galvanized finish. C. Fittings for flexible metal conduit. 1. Insulated throat type. 2. Threaded. 3. Grounding type. 4. Liquidtight: 1 piece sealing"0"rings with connectors when entering boxes or enclosures. D. PVC Conduit Fittings: 1. NEMA TC 3;match to conduit type and material. E. Expansion Joints: 1. Conduit expansion fittings complete with copper bonding jumper,Cooper Crouse-Hinds Type XJ. 2. Conduit expansion/deflection fittings with copper bonding jumper,Cooper Crouse-Hinds Type XD. F. Seals: 26 05 02A-2 2016 Gatewell Repairs-60441314 1. Wall entrance,OZ/Gedney Type FSK or FSC. G. Drain Fittings: 1. Automatic Drain Breather: a. Explosionproof. ming 1) Safe for Class I,Groups C and D. b. Capable of passing minimum 25 cc water/min and minimum 0.05 cu ft air/min at atmospheric pressure. 2. Condensate Drain: 0.4 a. Conduit outlet body,Type T. b. Threaded,galvanized plug with 3/16 in.drilled holed through plug. H. Hazardous Areas: 1. Explosionproof. — 2. Horizontal seal fittings,Cooper Crouse-Hinds Type EYS. 3. Vertical seal fittings,Cooper Crouse-Hinds Type EYD. 4. Vertical seal fittings shall have drain plug. 2.04 BOXES A. Of indicated types,sizes and NEMA enclosure classes. Where not indicated,provide units of types,sizes,and classes appropriate for use and location. Provide items complete with covers and accessories required for intended use. Provide gaskets for units in damp or wet locations. B. Fasteners: 1. General Use:Corrosion resistant screws and hardware including cadmium and zinc plated items. 2. Damp or Wet Locations: Stainless steel screws and hardware. C. Outlet Boxes: 1. Boxes shall be of type,shape,size,and depth to suit each location and application. 2. Steel Boxes: Sheet steel with stamped knockouts,threaded screw holes and accessories suitable for each location including mounting brackets and straps,cable clamps,exterior rings and fixture studs.. 3. Cast Boxes: Iron alloy,waterproof,with threaded raceway entries and features and accessories suitable for each location,including mounting ears,threaded screw holes for devices and closure plugs. D. Pull and Junction Boxes: 1. Boxes shall have screwed or bolted on covers of material same as box and shall be of size and shape to suit application. 2. Galvanized Steel Boxes: Flat rolled,code gauge,sheet steel with welded seams. Hot-dip galvanized after fabrication. Cover shall be gasketed. 3. Stainless-Steel Boxes: Fabricate of stainless steel conforming to Type 304 of ASTM A167. Cover shall be gasketed. 4. Galvanized Cast-Iron Boxes: Molded of cast iron alloy with gasketed cover and integral threaded conduit entrances. .-. 26 05 02A-3 2016 Gatewell Repairs-60441314 5. Boxes Approved for Classified Locations: Cast metal or cast nonmetallic boxes conforming to UL 886 listed and labeled for use in specific location classification, and with specific hazardous material encountered. Conduit entrances shall be integral threaded type. 2.05 WIRES,CABLES,AND CONNECTORS A. Building wires and cables with insulation type,cable construction,and rating as required to meet application and NEC requirements. B. Manufacturers: 1. Wire and Cable: a. Southwire. b. Houston Wire and Cable. c. Belden. d. American Insulated Wire Corp. e. Republic Wire. f. Superior Essex. 2. Connectors: a. FCI-Burndy. b. Thomas and Betts. c. Blackburn,Thomas and Betts. C. Copper wire only. D. 600 v insulation(ASTM standard compounds)and color code conductors for low voltage(secondary feeders —' and branch circuits)as required by NEC. 1. Type THWN Stranded: Single conductor No. 12 AWG minimum for branch circuit and feeder conductors size No. 8 AWG and smaller. 2. Type XI-IHW Stranded: Single conductor for branch circuits,feeders,and service conductors larger than No. 8 AWG. 3. Provide grounding conductor when run with circuit conductors with same insulation as circuit conductors. 4. Type USE Stranded: Single conductor for under-ground direct burial. 5. Type THWN Stranded: Single conductor No. 12 AWG minimum for 120 v control wiring and No. 14 AWG minimum for graphic indication,nonshielded instrumentation and other control wiring operating at less than 120 v unless otherwise noted on Drawings. a. Provide high density polyethylene jacketed multi-wire cable assemblies in underground conduit — or duct. E. Joints,Taps,and Splices: 1. Joints,Taps,and Splices in Conductors No. 10 AWG and Smaller: UL listed preinsulated compression spring-type solderless connectors. 2. Joints,Taps,and Splices in Conductors No. 8 AWG and Larger: Solderless 2 or 4-bolt compression _. type connectors of type that will not loosen under vibration or normal strains. F. Terminations: 1. Power Conductors: Compression crimp type lugs. 26 05 02A-4 2016 Gatewell Repairs-60441314 2. Control and Instrumentation Conductors: Compression crimp type fork tongue,insulated support type `' lugs on terminal strips. Do not splice. 2.08 WIRING DEVICES A. Manufacturers: 1. Hubbell Wiring Device Division. 2. Pass and Seymour/Legrand 3. Appleton Electric Company. 4. Cooper Crouse-Hinds Company. B. Color: Ivory unless otherwise indicated or required by NEC. C. Switches: 1. General Use Lighting Switches: 20 amp toggle,equal to Hubbell No. 1221-I series. 2. Switches controlling equipment,operation of which is not evident from switch position,shall include flush neon pilot light in conjunction with proper switch. Each switch shall be complete with engraved plate to identify equipment being controlled(white letters on black, 1/8 in.high minimum). D. Receptacles: IMMO 1. General use duplex receptacles: NEMA No. 5-20R, grounding type, 20 amp Hubbell No. 5362 Specification Grade. 2. Special purpose receptacles as shown on Drawings and schedules. E. Ground-Fault Circuit Interrupter Receptacles(GFCI). 1. Ratings: 120 vac.,20 amp. 2. Tripping Requirement: UL Class A. 3. Construction: a. Shallow depth. { b. Line and load terminal screws. c. Noise suppression. _ d. Feed through. e. Standard duplex wall plates shall fit. f. NEMA 5-20R configuration. •-, 4. Meet requirements of UL 943 ground-fault circuit interrupters. F. Wiring Device Plates and Covers: 1. Wall plates for wiring devices with ganging and cut-outs as indicated,provided with metal screws for securing plates to devices,screw heads colored to match finish of plate. 2. Plates for Flush Mounted Devices: a. Hubbell 302/304 stainless steel. 3. Device plates for surface mounted Type FS or FD boxes to be Type FSK galvanized steel. 4. Device plates for surface mounted,4 in.sq boxes to be 1/2 in.raised galvanized steel covers. 5. Weatherproof plates and covers for exterior devices or devices in damp locations to be galvanized gray cast malleable with gasketed,lift cover plate. 2.09 MOTOR AND CIRCUIT DISCONNECTS .w 26 05 02A-5 2016 Gatewell Repairs-60441314 tow A. Manufacturers: I.. 1. Eaton Electrical. 2. Square D,Schneider Electric. B. Enclosed Circuit Breaker Construction: "` 1. Dual cover interlock. 2. External trip indication. ti 3. Provisions for control circuit interlock. 4. Padlock provisions for padlock in Off position. 5. Handle attached to box,not cover. 6. Handle position indicates On,Off or Tripped. +.. 7. Provisions for insulated or groundable neutral. C. Permanent Trip Circuit Breakers: 1. Thermal and magnetic protection. 2. Magnetic protection only in combination with motor starters and motor circuit protectors(MCP). 3. Single magnetic trip adjustment. �. 4. Single-handle common trip,2 and 3 poles(handle ties not acceptable). 5. Push-to-trip test button. 6. Bolt-on type. 7. Quick make and break toggle action. `"' 8. Handle trip indication. 9. Handle position indication,On,Off,and Tripped centered. , 10. UL listed for type of wire specified. ,w 11. UL listed short circuit rating(integrated equipment rating). a. Up to 240 v: 10,000 RMS symmetrical amp minimum. b. Up to 480 v: 14,000 RMS symmetrical amp minimum. A. D. Safety Switches: 1. NEMA heavy duty Type HD. 2. Dual cover interlock. 3. Visible blades. 4. Provisions for control circuit interlock. ►r 5. Pin type hinges. 6. Tin plated current carrying parts. 7. Quick make and break operator mechanism. 8. Handle attached to box,not cover. 9. Handle position indication,On in up position and Off in down position. 10. Padlock provisions for up to 3 padlocks in Off position. 11. UL listed lugs for type and size of wire specified. `. 12. Spring reinforced fuse clips for Class R fuses. 13. Provisions for insulated or groundable neutral. 14. UL listed short circuit rating 200,000 RMS amp with Class R fuses. E. Enclosures: 1. NEMA 1 in electrical equipment rooms 2. NEMA 12 in other indoor locations. 3. NEMA 4X stainless steel with watertight hubs for outdoor and wet locations. 4. NEMA 7 in hazardous classified locations. v.. 26 05 02A-6 2016 Gatewell Repairs-60441314 5. As otherwise indicated and as required by NEC. Iraq 2.11 FUSES A. Manufacturers: 1. Cooper Bussmann. 2. Ferraz Shawmut. 3. Littelfuse. B. 250 v Fuses: 1. Class RK 1, 1-end rejection or to fit mountings specified,1/10 to 600 amps,200,00(i amp interrupting rating. a. Bussmann Low-Peak. LPN-R,dual element,time delay with short circuit protection for motor, transformer,welder,feeder,and main service protection. C. 600 v Fuses: 1. Class RK 1, 1-end rejection or to fit mountings specified, 1/10 to 600 amps,200,000 amp interrupting rating. a. Bussmann Low-Peak. LPS-R,dual element,time delay with short circuit protection for motor, transformer,welder,feeder and main service protection. 2. Class L,bolt-in,601 to 6,000 amps,200,000 amp interrupting rating. a. Bussmann HI-CAP. KRP-C, time delay for overload and short circuit protection for motor, OM., transformer,feeder,and main service protection. 3. Class CC,fast acting,single element, 1/10 to 30 amps,200,000 amp interrupting rating. r' a. Bussmann Limitron. KTK-R, UL listed for motor control circuits, lighting ballasts, control transformers,and street lighting fixtures. D. Spare Fuses: 1. 10%,minimum of 3,of each type and rating of installed fuses. E. Spare Fuse Cabinet: 1. Cabinet: Wall-mounted, 18 ga minimum steel unit with full-length,recessed piano-hinged door with key coded cam lock and pull. 2. Size: Provide for orderly storage of spare fuses of this project plus 15%spare capacity,minimum. 3. Finish: Gray baked enamel. 4. Cabinet Door: Bear legend in stenciled 1-1/2 in.high letters, "Spare Fuses." 5. Fuse Pullers:For each size fuse. 2.12 PANELBOARDS A. Manufacturers: 1. Eaton Electrical. 2. Square D, Schneider Electric. 26 05 02A-7 2016 Gatewell Repairs-60441314 B. Panelboard Ratings: 1. UL listed short circuit rating(integral equipment rating): a. Up to 480 v: 14,000 RMS symmetrical amp minimum. b. As shown on Drawings. C. Panelboard Construction: 1. Main breaker or main lugs only,per panelboard schedule. 2. Flush or surface mounted as indicated on panelboard schedule. 3. NEMA Type 1 enclosure,unless otherwise indicated on panelboard schedule. 4. Equipment ground bus adequate for feeder and branch-circuit equipment ground conductors,bonded to box. 5. Listed for use as service equipment for panelboards with main service disconnect. 6. Molded case circuit breakers. 7. Terminals: ._ a. UL listed for type of wire specified. b. Anti-turn solderless compression type. 8. Bussing: a. Distributed phase sequence type. b. 225 amps, 98% conductivity hard drawn copper or as shown on panelboard schedule or Drawings. c. Copper. d. Bussing and mounting hardware behind all usable space. 9. Gutters adequate for wire size used,4 in.minimum. 10. Boxes: a. Code gauge galvanized steel. b. Without knockouts. 11. Fronts: a. Rust inhibiting primer,baked enamel finish. b. Dead front safety type. c. Concealed hinges. d. Flush stainless steel cylinder tumbler type locks with spring loaded door pulls. e. Circuit Directory: 1) Suitable for complete descriptions. 2) Clear plastic cover. 3) Typewritten card. —� 12. Special features as shown on Drawings. 13. Engraved laminated nameplate: a. Stock melamine plastic laminate. b. Legend in black letters on white face and punched for mechanical fasteners. c. Except as otherwise indicated,provide single line of text,with 1/2 in.high lettering on 1-1/2 in. high label (2 in. high where two lines are required). Text shall match terminology and numbering of Contract Documents and Shop Drawings. 26 05 02A-8 2016 Gatewell Repairs-60441314 MNIMW D. Panelboard Circuit Breakers: I. Thermal and magnetic protection. 2. Single-handle common trip,2 and 3 poles(handle ties not acceptable). 3. Bolt-on type unless otherwise noted on Drawings. 4. Quick make and break toggle action. 5. Handle trip indication. 6 Handle position indication,On,Off,and Tripped centered. 7. UL listed for type of wire specified. 8. UL listed short circuit rating(integrated equipment rating). a. Up to 240 v: 10,000 RMS symmetrical amp minimum. b. Up to 480 v: 14,000 RMS symmetrical amp minimum. 9. HACR breakers for air conditioning units. 10. UL SWDL switching duty on 120 v circuits for switched circuits. 11. Switch neutral common trip per NEC 514-5 for fuel pumps. 2.13 MINI-POWER CENTER A. Manufacturers: 1. Eaton Electrical. 2. Square D,Schneider Electric. B. Materials and Equipment: 1. UL listed, 10,000 AIC rated. 2. NEMA 3R enclosure with padlock provision. 3. 480 v,20 A,2-pole single phase primary main circuit breaker. 4. 5 kVa 480-120/240 v encapsulated core and coil assembly. 5. 240 v,25 A,2-pole single phase secondary main circuit breaker. 6. 4-20 A,single pole branch circuit breakers. 7. Neutral bar grounded to case. 8. Ground bar with terminals. PART 3 EXECUTION 3.01 RACEWAY SYSTEMS A. Outdoors,Damp or Wet Locations: Use following wiring methods unless otherwise noted on Drawings: 1. Exposed: Galvanized rigid steel. 2. Concealed: Galvanized rigid steel. 3. Underground Power: Rigid nonmetallic(PVC)schedule 40 conduit. B. Indoor Dry Locations: Use following wiring methods unless otherwise noted on Drawings. 1. Connection to Vibrating Equipment (including transformers and hydraulic, pneumatic, or electric solenoid or motor-driven equipment): Flexible metal conduit. 2. Exposed: Galvanized rigid steel conduit. 3. Concealed: Electrical metallic tubing. C. Hazardous Classified Locations: Use following wiring methods unless otherwise noted on Drawings. 26 05 02A-9 2016 Gatewell Repairs-60441314 1. Exposed and Concealed:Galvanized rigid steel conduit or PVC-coated steel conduit. D. Use 3/4 in.minimum trade size conduit unless otherwise noted except conduit runs to room light switches may be 1/2 in. E. Encase galvanized rigid steel conduits installed underground in at least 3 in. of concrete. PVC coated galvanized rigid steel conduits may be used underground without concrete encasement. PVC conduit may be ... used without concrete encasement for underfloor conduit or where specifically indicated on Drawings. 1. Underground conduit shall be minimum of 1 in.,buried at depth of not less than 24 in.below grade. ... 2. Provide conduits or ducts terminating below grade with means to prevent entry of dirt and moisture. 3. When using PVC conduit provide PVC coated galvanized rigid steel elbows. F. In precast areas,run conduits in insulation space or in floor topping without crossing conduits,using 3/4 in. maximum conduit size. G. Raceways Embedded in Slabs:Following restrictions shall be adhered to,unless otherwise noted. 1. Use galvanized rigid steel conduit. 2. No conduit placed vertically shall be larger in cross-sectional area than 4%of column into which it is placed. 3. Conduits,when placed within slab and walls,shall not be larger than 1/3 thickness of slab or wall nor placed closer than 3 outside dia clear from each other. 4. Reinforcing steel shall be in-place before embedded items placed and reinforcing cut or removed shall be replaced with additional reinforcing as indicated on Drawings or approved by ENGINEER. •• 5. Do not pass sleeves through columns without ENGINEER'S approval. 6. Do not place conduits in slabs on grade. Place minimum 4 in.under bottom of slab. 7. Secure raceways to reinforcing rods to prevent sagging or shifting during concrete placement. .. 8. Space raceways laterally to prevent voids in concrete. 9. Install in middle third of slab thickness where practical,and leave at least 1 in.(25 mm)concrete cover. 10. Run conduit larger than 1 in.trade size parallel to or at right angles to main reinforcement and spaced on center of at least 3 times conduit trade diameter with minimum 2 in.concrete covering. Conduits over 1 in.may not be installed in slab without approval of ENGINEER. 11. When at right angles to reinforcement,place conduit close to slab support. 12. Conduits embedded in concrete frame shall comply with applicable provisions of ACI 318. H. Examine surfaces to receive raceways,wireways,and fittings for compliance with installation tolerances and other conditions affecting performance of raceway system. I. Coordinate layout and installation of raceway and boxes with other construction elements to ensure adequate headroom,working clearance,and access. J. Complete conduit installation prior to installing cables. K. Raceway systems shall be continuous from outlet to outlet and from outlets to cabinets,junction or pull boxes. L. Enter and secure to boxes ensuring electrical continuity from point of service to outlets. M. Conduit shall be run concealed except exposed surface conduit may be installed where noted on Drawings or where concealment found to be impractical or impossible,and only with approval of ENGINEER. �. N. Provide watertight conduit system where installed in wet places,underground or where buried in masonry or concrete. it 1. Use threaded hubs when entering top of enclosures. 2. Use sealing type locknuts when entering sides or bottom of enclosures. 26 05 02A-10 2016 Gatewell Repairs-60441314 ammo O. Conduit runs extending through areas of different temperature or atmospheric conditions or partly indoors and partly outdoors shall be sealed, drained, and installed in manner preventing drainage of condensed or entrapped moisture into cabinets,motors or equipment enclosures. P. Route conduit runs above suspended acoustical ceilings not interfering with tile panel removals. Q. Cap conduits after installation to prevent entry of debris. R. Connections to motors and equipment subject to vibration shall be maximum of 3 ft long. Locate where least subject to physical abuse. S. Install conduit expansion fittings complete with bonding jumper in following locations. 1. Conduit runs crossing structural expansion joint. 2. Conduit runs attached to 2 separate structures. 3. Conduit runs where movement perpendicular to axis of conduit may be encountered. T. Keep raceways at least 6 in.away from parallel runs of flues and steam or hot water pipes. Install horizontal raceway runs above water and steam piping. U. Install separate ground conductor inside flexible conduit connections. V. Use approved flexible connections in hazardous locations. W. Use explosionproof fittings and seals in hazardous areas in accordance with NEC. X. PVC Coated Galvanized Rigid Steel Conduit:Use only fittings approved for use with that material. Patch nicks and scrapes in PVC coating after installing conduit. Y. Install 4 ft 0 in.to 6 ft 0 in.flexible steel conduit drops from independent junction box mounted above ceiling and accessible from below ceiling to recessed ceiling mounted equipment. Allow for positioning of equipment to tile increments. Z. Transition under floor conduit to galvanized rigid steel conduit before rising above floor. Wrap with plastic tape to provide 40 mil thick cover to height of 6 in.above floor. AA. For conduits containing fiber optic cables,provide conduit bends with minimum radius of 20 times cable diameter. 3.02 WIRE AND CABLE A. Install wires and cables as indicated,according to manufacturer's written instructions and NECA"Standard of Installation". B. Run wire and cable in conduit unless otherwise indicated on Drawings. C. On branch circuits,use standard colors. D. Run ground wire with power circuits;conduit shall not be grounding path. E. Provide separate conduit systems for following. 1. Line voltage control. 2. Low voltage control. 3. As required by NEC. .�. 26 05 02A-11 2016 Gatewell Repairs-60441314 1 F. Where power cables and instrument/signal cables enter and pass through same handhole or distribution box, steel barrier or steel conduit separation shall be maintained to avoid magnetic interaction between power cables and instrumentation conductors.In handholes,provide Type C conduit outlet body with 3/16 in.holes drilled in bottom for drainage. G. Color Coding: Conductors for lighting and power wiring as indicated below. Phase 208/120 v 480/277 v A Black Brown — B Red Orange C Blue Yellow Travelers Pink Purple — Neutral White White with non-green stripe Ground Green Green J. Color coding for intrinsically safe systems shall be light blue. 3.05 JOINTS,TAPS,AND SPLICES A. Where preinsulated spring connectors are used for motor and equipment connections,tape connector to wire to prevent loosening under vibration. B. Each tap,joint or splice in conductors No. 8 AWG and larger shall be taped with 2 half-lap layers of vinyl plastic electrical tape and finish wrap of color coding tape where required by code. C. Cable splices shall be made only in handholes„wireways,distribution boxes,and junction boxes. 3.06 WIRING DEVICES A. Do not install devices until wiring is complete. B. Do not use terminals on wiring devices(hot or neutral)for feed-through connections,looped or otherwise. Make circuit connections by using wire connectors and pigtails. — C. Install gasket plates for devices or system components having light emitting features such as switch with pilot light and dome lights. Where installed on rough textured surfaces,seal with black self-adhesive polyfoam. D. Ground receptacles with insulated green ground wire from device ground screw to bolted outlet box connection or as shown on Drawings. 3.07 MOTOR AND CIRCUIT DISCONNECTS A. Locate disconnect switches as shown on Drawings and required by NEC. B. Provide control circuit interlock as required by NEC. C. Overcurrent protective devices. 1. Install fuses just prior to energizing equipment. 2. Locate circuit breakers as shown on Drawings. D. Install on equipment rack or anchor firmly to wall or structural surface. 26 05 02A-12 2016 Gatewell Repairs-60441314 3.09 PANELBOARDS A. Support panel cabinets independently to structure with no weight bearing on conduits. B. Install recessed panelboards to allow cover to be drawn tight against wall to provide neat appearance. C. Install panelboards so top breaker is not higher than 6 ft 0 in.above floor. D. Adjacent panel cabinets shall be same size and mounted in horizontal alignment. E. Install typewritten directory in each panelboard,accurately indicating rooms or equipment being served after final circuit changes have been made to balance circuit loads. F. Install filler plates in unused spaces. 3.10 MINI-POWER CENTERS A. Install on prefabricated brackets designed for the purpose. B. Tighten bus connections and mechanical fasteners. C. Adjust voltage taps for required system voltage and check grounding requirements. 3.12 FIELD QUALITY CONTROL A. Control Circuits,Branch Circuits,Feeders,Motor Circuits,and Transformers: 1. Megger check of phase-to-phase and phase-to-ground insulation levels. a. Do not megger check solid state equipment. 2. Continuity. 3. Short circuit. 4. Operational check. B. Wiring Devices: 1. Test receptacles with Hubbell 5200,Woodhead 1750 or equal tester for correct polarity,proper ground connection,and wiring faults. 3.13 ADJUSTMENT AND CLEANING A. Motor Starters and Disconnects: 1. Adjust covers and operating mechanisms for free mechanical movement. 2. Tighten wire and cable connections. 3. Verify overcurrent protection thermal unit size with motor nameplate to provide proper operation and compliance with NEC. 4. Clean interior of enclosures. 5. Touch up scratched or marred surfaces to match original finish. B. Circuit Breakers: 1. Adjustable settings shall be set to provide selective coordination, proper operation, And compliance with NEC. 26 05 02A-13 2016 Gatewell Repairs-60441314 tam imr C. Undervoltage Phase Failure Time Delay Restart Relay: 1. Adjust control relay to cause motor starter to drop out at voltage slightly higher than dropout voltage of starter and have dropout time slightly faster than motor starter to ensure if motor starter drops out,relay will drop out. IMO * * *END OF SECTION* * * Itions Ims IMP tom two IMO 26 05 02A-14 2016 Gatewell Repairs-60441314 SECTION 31 10 12 SITE PREPARATION PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Requirements for clearing and grubbing, salvaged topsoil, demolition, and miscellaneous surface features. B. Measurement and Payment: 1. Include cost of Work specified in this section in appropriate lump sum and unit price,specified in Bid Form. 1.02 DEFINITIONS A. Structures and Surface Features: For purpose of this section, shall mean existing structures and surface features,including but not limited to buildings,pavements,curb and gutter,signs,posts,fences,trees,shrubs, landscaped surface features,and other miscellaneous items. B. Utilities: For purpose of this section,shall mean existing gas mains,water mains,steam liners,electric lines and conduits, telephone and other communication lines and conduits, sewer pipe, cable television, other utilities,and appurtenances. C. Salvaged Topsoil: Natural loam,sandy loam,silt loam,silty clay loam,or clay loam humus-bearing soils available from overlying portions of areas to be excavated for construction. 1.03 PROJECT/SITE CONDITIONS A. Provide 72 hr notice,prior to beginning construction,to owners of existing utilities,structures,and surface features. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION ", 3.01 PREPARATION A. Provide protection and support during construction for existing utilities, structures, and surface features ...� adjacent to easements and rights-of-way shown on Drawings,and existing utilities,structures,and surface features located within easements and rights-of-way. B. Remove obstructions such as mounds of dirt,stone or debris located within working limits. Obstructions such as street signs, small culverts, end walls, advertising signs, and guard posts located within construction easements or rights-of-way, may be removed if promptly replaced to original condition unless otherwise specified in Contract Documents. 3110 12-1 2016 Gatewell Repairs-60441314 3.02 CLEARING AND GRUBBING A. NA — 3.03 SALVAGED TOPSOIL A. Excavate and temporarily stockpile salvaged topsoil in quantities adequate to restore areas as specified in _. Contract Documents. B. Provide transportation of material and sites for stockpiles if adequate areas not available within easements and rights-of-way shown on Drawings. 3.04 RESTORATION A. Restore existing utilities,surface features,and structures to condition equal to or exceeding condition which — existed prior to construction. * * *END OF SECTION* * * 31 10 12-2 2016 Gatewell Repairs-60441314 SECTION 31 23 33 —' TRENCHING,BACKFILLING,AND COMPACTING PART 1 GENERAL 1.01 SUMMARY A. Alternatives: 1. Bedding Alternate: a. Allowed for pressure piping or for gravity piping greater than 30 in.dia and upon approval of ENGINEER. b. In lieu of overexcavation and granular support under pipe,trench bottom may be rounded and graded to provide continuous uniform bearing of at least 1/4 pipe circumference on undisturbed soil. At bells or other joint locations,excavate only to extent necessary to permit making joints. Following placement of pipe,continuation of bedding shall,if required,be as specified herein. c. If trench bottom is overexcavated,or where trench bottom is found to be of unsuitable material, this alternate method of bedding is not permitted. d. Bedding for outlet pipe in levee shall not be used. Pipe shall be placed as noted in paragraph 1.01.A.1.b and covered with levee embankment as specified in plans. 1.02 DEFINITIONS A. Influence Zone Around Piping or Electrical Ducts: Area below limits bounded by line 6 in.below pipe or duct and by 1 horizontal to 2 vertical slope extending outward from that line 1 ft beyond outer edge of pipe or duct. B. Influence Zone Under Foundations, Pavements or Sidewalks: Area below foundation or pavement and sidewalk subbase bounded by 1 horizontal to 2 vertical slope extending outward from 1 ft beyond outer edges of foundation,pavement or sidewalk. C. Unsuitable Material: Topsoil,peat,organic soils,and materials containing slag,cinders,foundry sand,debris, and rubble or soil with less than required bearing capacity as determined by ENGINEER. 1.03 QUALITY ASSURANCE A. Testing shall be performed by CONTRACTOR in accordance with this section. 1.04 SUBMITTALS A. Test results. B. Shoring,Bracing,and Sheet Piling Construction Procedures and Details: ENGINEER will review submitted material to ascertain shoring effect on new construction. ENGINEER will not review shoring,bracing,and sheet piling construction procedures and details for structural integrity or effect on existing facilities. C. Submit in accordance with Section 01330. 1.05 PROJECT/SITE CONDITIONS A. Do not block or obstruct sidewalks or pavements with excavated materials, except as authorized by ENGINEER. Trim banks to minimize inconvenience to public travel. B. Rock Excavation: 31 23 33-1 2016 Gatewell Repairs-60441314 1. Do not blast or use explosives unless approved by OWNER and ENGINEER. 2. Adhere to federal,state,and local ordinances regulating blasting operations if blasting to be done. 3. CONTRACTOR responsible for damage due to blasting operations. C. Sheeting,Bracing,and Shoring: 1. When close sheeting required, drive to prevent soil from entering trench below or through such sheeting. 2. Fill voids remaining after sheeting pulled with sand or other approved material. D. Trenching, backfilling, and compacting within influence zone of existing or future structures shall be in accordance with this section. PART 2 PRODUCTS 2.01 FINE AGGREGATE A. Granular material,consisting of durable particles ranging in size from fine to coarse in substantially uniform combination. Unwashed bank-run sand and crushed bank-run gravel will be considered. 1. Gradation No. 1: Sieve Size %Passing by Weight 1 in. 100 No. 16 45-80 No.200 2- 10 2. Gradation No.2: Sieve Size %Passing by Weight 1 in. 100 3/4 in. 85 - 100 3/8 in. 50-80 —` No.4 35 -65 No.40 15 -30 No.200 5 - 15 2.02 COARSE AGGREGATE A. Crushed stone chips from crushing sound limestone or dolomite ledge rock or other rock materials of regional availability shall be hard,tough,and durable. 1. Gradation No. 1: 31 23 33-2 2016 Gatewell Repairs-60441314 Sieve Size % Passing by Weight 1/2 in. 100 3/8 in. 90- 100 No. 8 0- 15 No. 30 0-3 2. Gradation No.2(ASTM C33 -Size No. 67): Sieve Size %Passing by Weight 1 in. 100 3/4 in. 90- 100 3/8 in. 20-55 No.4 0- 10 No. 8 0-5 3. Gradation No. 3 (ASTM C33 - Size No.2): Sieve Size %Passing by Weight 3 in. 100 2-1/2 in. 90- 100 2 in. 35 -70 1-1/2 in. 0- 15 3/4 in. 0-5 4. Gradation No. 4(ASTM C33 -Size No. 3): Sieve Size %Passing by Weight 2-1/2 in. 100 2m' 90- 100 1-1/2 in. 35 -70 l in. 0- 15 1/2 in. 0-5 2.03 FILL MATERIALS A. Conform to requirements of this section. B. See plan sheets for levee embankment material requirements. PART 3 EXECUTION 3.01 EXAMINATION 31 23 33-3 2016 Catewell Repairs-60441314 A. Examine surfaces to receive fill to determine existence of areas loosened by frost action,softened by flooding or weather or of unsuitable materials. 3.02 PREPARATION A. Notify corporations,companies, individuals or authorities owning above or below ground conduits,wires, pipes or other utilities running to property or encountered during excavating operations. B. Cap or remove and relocate services in accordance with instructions by owners of services. C. Protect, support, and maintain conduits, wires, pipes, and other remaining utilities in accordance with "— requirements of owners of said services. D. Remove and replace or compact natural soils or compacted fills softened by frost,flooding or weather. E. Remove unsuitable material from within trenches. F. Stabilize trench bottom and replace unsuitable material with coarse aggregate gradation No. 3 or 4. G. Dewatering: 1. Keep construction site free-draining. 2. Keep excavations free from water. 3. Maintain groundwater minimum of 12 in.below excavations. 4. Remove soil which disturbed by pressure or flow of groundwater and replace with free draining material. 5. Maintain dewatering systems to prevent uplifting of structures. 6. Protect adjacent properties from damage resulting from dewatering operations. 7. Dewatering wells shall be drilled,maintained,and abandoned in accordance with federal, state,and local ordinances. 3.03 EXCAVATION A. Excavate to elevations and dimensions necessary to complete construction. B. Trenching Tolerances: 1. Excavate so pipes,ducts,and conduits can be laid straight at uniform grade,without sags or humps, between elevations shown on Drawings. 2. Maximum width of excavation at top of pipe shall be outside dia of pipe plus 24 in. When stringers and sheathing are required,width of trench may be increased to allow for their use,provided provisions for this excess width of trench are met. 3. Where trench width for that portion of trench depth between trench bottom and outside top of pipe barrel,for any reason within CONTRACTOR'S control,exceeds specified limits,CONTRACTOR,at his expense,shall furnish pipe with strength adequate for actual trench width. 4. Maximum width at surface of ground shall not exceed width of trench at top of pipe by more than 2 ft without permission of ENGINEER,unless specifically shown on Drawings. 5. Minimum trench width shall be outside pipe dia plus 18 in. 6. Excavate electrical duct or conduit trenches as required so top of concrete encasement or top of conduit shall be minimum of 24 in.below final grade or as shown on Drawings. C. Do not advance excavation of trenches more than 300 ft ahead of completed pipe installation. D. Do not excavate for manholes and other structures until scheduled for construction. 31 23 33-4 2016 Gatewell Repairs-60441314 E. Do not excavate within influence zone of existing footings or foundations without prior approval of ENGINEER. F. Upon completion of excavation,notify ENGINEER before proceeding with further Work r.. G. Excavation of Rigid Surfacing: 1. Remove width 1 ft beyond anticipated edge of excavation. 2. Saw to ensure straight joint. 3. Surface replacement shall match existing surfacing. H. Excavation Across Roadways: Excavation,backfill,and surface replacement shall conform to requirements of local highway authority. In no case shall surface replacement edges bear on less than 12 in.of undisturbed soil. �-, 3.04 FILL USAGE A. Bedding Material: 1. Plastic, Copper, Fiber Glass or Reinforced Plastic Pipe, and Electrical Conduit or Ducts: Fine aggregate gradation No. 1. 2. Underground Fiber Glass Tanks: Coarse aggregate gradation No.2. 3. Other Piping: a. Pipe 18 in.dia or less: Coarse aggregate gradation No. 1. b. Pipe larger than 18 in.dia: Coarse aggregate gradation No.2. B. Cover Material: 1. Plastic,Copper,Fiberglass or Reinforced Plastic Pipe and Electrical Conduit: Fine aggregate gradation No. 1. 2. Underground Fiberglass Tanks: Coarse aggregate gradation No.2. 3. Other Piping: Fine aggregate gradation No.2. 4. Electrical Ducts: Earth fill. 5. Bedding material may be substituted for cover material. r C. Structural Fill: Within trenches under pavements. D. Controlled or Structural Fill: Within piping or electrical duct influence zone and within influence zone under pavements or sidewalks. E. Earth Fill: Other areas not previously specified. Rubble may be used for earth fill under following conditions. 1. Do not bury within vertical projection of influence zone of future construction. 2. Landscaped Areas: Provide minimum of 3 ft of earth fill. 3. Place in single thickness,parallel layers with 6 in.of earth fill between. F. Levee Fill: Outlet pipe in levee shall be placed on undisturbed soil as noted in paragraph 1.01.A.1.d. Pipe shall then be covered with levee embankment material as specified in plans. 3.05 PLACING FILL A. Notify ENGINEER before placing fill material. B. Do not use frozen material or place fill on frozen subgrade. 31 23 33-5 2016 Gatewell Repairs-60441314 C. Bedding Material Limits: 1. Electric Ducts: a. Hand grade and rake bottom of trench to establish uniform trench gradient not less than 4 in./100 ft. b. Use bedding to bring grade to desired level. 2. Plastic, Copper, Fiberglass or Reinforced Plastic Pipe and Electrical Conduit: Minimum of 6 in. below,to spring line and minimum of 9 in.each side. 3. Other Piping: Minimum of 6 in.below,minimum of 5 in. below bell of pipe,to spring line,and entire trench width. 4. Underground Fiber Glass Tanks: Minimum of 12 in.below tank,to tank spring line,and minimum of 18 in.each side of tank. D. Cover Material Limits: 1. Plastic,Copper,Fiberglass or Reinforced Plastic Pipe and Electrical Conduit: Minimum 6 in.above and 9 in.each side. 2. Other Piping: Minimum 12 in.above and 12 in.each side. — 3. Underground Fiber Glass Tanks: a. Minimum 36 in.beneath asphalt paving. b. Minimum 18 in.beneath concrete paving. c. Minimum 24 in.for tanks not subject to traffic loads. d. Maximum Depth of Burial: 7 ft 0 in. E. Trench backfill beyond limits of cover material specified above shall be as specified elsewhere in this section. F. Where pipes or electrical ducts cross,protect piping or ducts at higher elevation by backfilling trench within higher pipe or duct influence zone down to bedding of lower pipe or duct with structural fill or controlled fill. _ G. Where pipes or electrical ducts leave structures,protect by backfilling pipe or duct influence zone down to undisturbed soil with structural or controlled fill. H. Do not backfill until new concrete has properly cured,//coatings approved,//and required tests accepted. I. Place fill simultaneously on both sides of free-standing structures. J. Provide mechanical compaction for cohesive material and vibratory compaction for granular materials. When approved by ENGINEER,jetting,flooding,puddling or vibroflotation methods may be used for compacting if CONTRACTOR furnishes test results to confirm required degree of compaction being obtained uniformly throughout entire mass. K. Lift Thickness and Compaction: Place and compact fill materials in maximum lift thickness and to minimum densities listed below and in Section 02315. 31 23 33-6 2016 Gatewell Repairs-60441314 NOM Lift Modified Relative Location Thickness Proctor Density (in.) (%) (%) Bedding Material or Cover Material 6 90 70 Crop Lands -- 80 50 3.06 FIELD QUALITY CONTROL A. Testing: 1. One sieve analysis and plasticity index for each source of structural fill,bedding material,and cover material. Additional analysis as required by ENGINEER verifying gradation and plasticity index. 2. One liquid limit and plasticity index for each source of controlled fill. 3. One field density test for each 25 cu yds of structural (minimum one each lift) or controlled fill, bedding or cover material. 4. One field density test for each 50 cy yd of controlled fill(minimum one each lift). 5. One field density test for each 500 cu yd of earth fill. B. Degree of Compaction: ASTM D1557,(Modified Proctor)or ASTM D4253 (Relative Density). Relative density applies to granular soils only. C. Moisture Content of Controlled Fill: Within 3%of optimum when placed and compacted. 3.07 ADJUSTMENT AND CLEANING A. Excess Material: 1. OWNER has first right to excess excavated material suitable for backfilling or site grading not required at job site. 2. Deliver to site not greater than 10 miles away as determined by OWNER. •. 3. Remove material not required by OWNER from site. B. Stockpile excavated material suitable for backfill on designated site. Place no fill where trenches for sewers, water lines or other utilities will be located. C. Place excavated material not suitable for backfilling or site grading and other unsuitable materials in designated spoil areas and grade to drain. If spoil areas not provided on-site,remove excess material from site. * * *END OF SECTION** * MIN mom 31 23 33-7 2016 Gatewell Repairs-60441314 SECTION 40 05 62 FRP SLUICE GATES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Gates of fiberglass reinforced polyester(FRP)sluice gate with pedestal-mounted manual actuator and extension stems and wall-mounted stem guide accessories. 1.02 SYSTEM DESCRIPTION A. Design Requirements: 1. Conform to AWWA C563 except as modified. 2. Proportion for stresses occurring during continuous operation,and for additional stresses occurring during fabrication or installation to parts of various control structures. 3. Sluice gate assemblies maximum fiber stress(ultimate or yield whichever applies)shall not exceed 2.5 times working stress. 4. Reinforce gates to withstand maximum seating head with deflection of less than L/360 ofgate width or 1/4 in.,whichever is less. 5. Design gates with unseating heads for maximum deflection of L/360 of gate width or 1/16 in., whichever is less at maximum operating head. 6. Gates shall be flat and level. 7. Warpage throughout entire gate shall not produce crown of more than 1/16 in.in an direction. 8. Gates shall be as shown on Drawings. B. Performance Requirements: 1. Field Leakage Criteria: .r� a. Seating Head: Leakage shall not exceed 0.1 gal/min/ft of periphery under design head conditions. b. Unseating Head: Leakage shall not exceed 0.2 gal/min/ft of periphery under design head less than 20 ft. For heads greater than 20 ft, leakage shall not exceed 0.2 gal/min/ft plus 0.005 gal/min/ft for each ft of head greater than 20 ft. 2. Composition of gate laminate shall be in accordance with the Quality Assurance Report for Reinforced Thermostat Plastic(RTP)Corrosion Resistant Equipment,Society of the Plastics Industry,Inc.(SPI), and Material Technology Institute of the Chemical Process Industries,Inc.(MTI),for"Hand Lay-Up Laminates." a. Composition of gate laminate shall meet specifications for Type 1,Grade 10 laminates shown in Appendix M-1. 1.03 SUBMITTALS A. General: 1. Submit Product Data and Shop Drawings in sufficient detail to confirm compliance with requirements of this Section. Submit Product Data and Shop Drawings in one complete submittal package. Partial submittals are unacceptable. 40 05 62-1 2016 Gatewell Repairs-60441314 1 B. Shop Drawings: 1. Installation and assembly drawings and specifically prepared technical data for each gate assembly. C. Product Data: 1. Catalog cuts and product specifications for gate components and operators. 2. Proposed coating system. Submittal information for coating system. D. Submit above in accordance with Section 01 33 10. _ E. Operation and Maintenance(O&M)Data. 1. Submit in accordance with Section 01 33 10. 1.04 QUALITY ASSURANCE A. Items of equipment shall be end products of 1 manufacturer in order to achieve standardization for Imo maintenance,spare parts,operation,and manufacturer's service. B. Defects: '11..r 1. No cracks,crazing,blisters,chips,pits,dry spots,fish eyes,burned areas or entrapped air. 2. No wrinkles and solid blisters with maximum deviation of 10%of thickness,not to exceed 1/8 in. 3. No surface porosity(pinholes or pores in laminate surface). 4. No exposed glass,exposure of cut edges. 5. No scratches more than.002 in.deep. 6. No foreign matter. �- PART 2 PRODUCTS 2.01 MANUFACTURERS A. Plasti-Fab,Inc.,Series Heavy Duty Titeseal,Tualatin,OR. .� B. ENGINEER approved equivalent. 2.02 MATERIALS A. Head Frames,Guides and Operator Support Yoke: Type 304 Stainless Steel(SS). B. Gates: 1. Fiberglass reinforced polyester(FRP)totally encapsulating an internal reinforcing structure. 2. Structural characteristics for 1/8 in.glass mat laminate shall meet minimum physical properties: .. a. Tensile Strength 17,900 psi b. Flexural Modulus 800,000-900,000 psi c. Flexural Strength 27,600 psi o." d. Compressive Strength 22,000 psi e. Impact Strength 9.0 ft-lbs/in. 0.13%(in 24 Hours) 1 f. Water Absorption ii. C. Stems and Gate Hardware: 304 Stainless Steel. i I 40 05 62-2 2016 Gatewell Repairs-60441314 i 1n. D. Closure Seals: 1. Hollow Bulb J-Seals and Bottom Wedge Seal-Molded of extruded virgin neoprene with vulcanized corners per ASTM D-2000. a. Specific Gravity 1.25 b. Hardness 55-65 Shore A Durometer c. Tensile Strength 15,000 psi min. d. Elongation 300% e. Low Temperature Brittleness -40 F 2. J-Seal Clamping Bars and Fasteners: FRP 3. Wear Strips-U}IIW Polyethylene. a. Tensile Strength 5,600 psi b. Water Absorption 0.01%(in 24 Hours) c. Flexural Modulus(@731 F) 130,000- 140,000 psi d. Coefficient of Friction 0.15 2.03 MANUAL OPERATORS A. Lift Nuts and Thrust Nuts-Manganese Bronze. ASTM B-584,Alloy 865. 41.11 B. Thrust Collar-Cast Iron. ASTM A-126 Class B. C. Anchor Bolts-T-316 Stainless Steel. r 2.04 ELECTRIC MOTOR ACTUATORS A. Gates shall be equipped with permanently installed electric motor actuators with Open/Close control. B. Electric motor actuator shall be designed to move gate slide at rate of 10-14 in./min under specified head conditions. C. Electric motor actuators shall include,but not limited to,electric motor,reduction gearing,drive coupling between final drive gear and valve stem,torque switches,position limit switches, limit switch gearing,bored and key-wayed drive sleeve,declutch lever,gear case,and auxiliary handwheel as self-contained unit. D. Unless otherwise indicated on Gate Schedule,OPEN/CLOSE service is assumed. Where modulating service is specified,actuators shall be equipped with 4-20 mA input and output positioning signals. E. Actuator shall be suitable for area in which it is installed.Enclosure shall be rated minimum NEMA 4. F. Manufacturers: 1. Auma. 2. Gate manufactures or equal. G. Motor: 1. 460 Volt,3 ph,60 Hz 2. Rated for duty at 50°C ambient. 3. For Open/Close Applications: Motors,Class F with 15 minute duty rating. 40 05 62-3 2016 Gatewell Repairs-60441314 1 i H. Gears: 1. Reduction shall be accomplished by means of spur,helical,bevel,and/or worm gears. 2. Gears shall be carburized and hardened alloy steel with threads ground after heat treating. 3. Worm gears shall be alloy bronze accurately cut with hobbing machine. Bearings: 1. All gears and shafting shall be supported on ball or roller bearings. 2. Where thrust is consideration,roller or axial-thrust needle bearings(to accept thrust)shall be provided. J. Lubrication: 1. All gearing and bearings shall be grease lubricated. 2. Lubricants shall be suitable for year-round service based on prevailing ambient temperatures from 0°F to 150°F(-18°C to 66°C). K. Drive Coupling: 1. Mating of electric motor actuator to driven equipment shall be accomplished by separate,removable drive coupling. 2. Drive coupling shall be bronze stem nut for rising stem applications. 3. Drive coupling shall be steel bushing for shaft and key applications. L. Limit Switches: 1. Provide field-adjustable open and close limit switches capable of being set either fully-open,fully- closed, or at any intermediate position. Set switches to trip at fully open and fully closed gate positions. 2. Open and close limit switches shall be geared to drive mechanism and in step at all times whether or not unit is operated electrically or manually. 3. Limit switch gearing shall be appropriately lubricated and totally enclosed to exclude foreign material and prevent loss of lubricant. 4. Factory wire electrical interconnections between limit switches, torque switches, and limit switch gearing,ready for operation. M. Torque Switches: 1. Each gate shall include field-adjustable double torque switch,responsive to load encountered in either direction of travel. 2. Open torque switch bypass circuit shall be provided for torque-seated gates to eliminate nuisance trip during unseating. N. Electrical Controls: 1. For OPEN/CLOSE service, electrical controls shall include, but not limited to, reversing starter, control power transformer,OPEN/STOP/CLOSE push buttons and indicating light(s). 2. Terminal strips,limit switches and torques switches shall be housed in NEMA 4 enclosure integral to actuator. O. Manual Operation: 1. Auxiliary crank arm, removable, with 2 in. (50 mm) operating nut shall be provided for manual operation. Shall be in accordance with 2.14.G. 2. Transfer from power actuator operation to manual operation accomplished by positive declutching lever,which shall disengage motor gearing mechanically but not electrically. 40 05 62-4 2016 Gatewell Repairs-60441314 3. Unit shall not be capable of being placed in manual operation when motor is running. 4. During manual operation,maximum force required to operate gate shall be 40 lbs(180 N)pull on handwheel,or 50 ft-lbs(70 N-m)torque on lift nut or input shaft. 2.05 GENERAL CONSTRUCTION A. In conformance with AWWA C563-12. B. Sluice Gate Cover: Fiberglass reinforced polyester totally encapsulating an internal reinforcing structure. 1. Copolymer Composite: Ultraviolet stabilized and seamless to protect inner structural members from corrosion caused by exposure to water or corrosive chemicals. C. Furnish with complete frames,slides,J-seals,UHMW wear strip,operating stems,operators and necessary appurtenances. 2.06 GATES A. Mold gate individually to dimensions specified: 1. Manufacture of reinforced thermoset plastic containing ultraviolet absorbers. 2. Surface shall be resin rich to depth of 0.010 in.to 0.020 in.and reinforced with C-glass or polymeric -- fiber surfacing material. 3. Surface shall be free of exposed reinforcing fibers. 4. Composition of layers shall be approximately 95 percent(by weight)resin. 5. Remaining laminate shall be made up of copolymer composite and reinforcing fibers in form, orientation and position to meet strength requirements. 6. Use structural reinforcing to attain necessary stiffness to meet deflection requirements,and encapsulate with laminate not less than 1/4 in.thick on each side to ensure against permeation by water to core areas. B. Bolt Type T-316 stainless steel stem mounting bracket to gate. 1. Bolts shall not pass through or contact internal steel reinforcing. C. Core Material: 100%resistant to decay and attack by fungus and bacteria and resistant to hydrocarbons. 2.07 SEALS A. Elastomeric J-seals made of molded or extruded neoprene having hardness range of 55 to 65 shore A durometer and conforming to ASTM. D-2000. Maximum compression set of 25%and low temperature brittleness to meet suffix F-17(-40 F). B. Mount seals on gate covers with T-316 stainless steel capscrews and 316 stainless steel or FRP clamping bars. Provide means of repair,and replacement without dewatering channel. C. Fasten 1/4 in.thick UHMW wear strip to opposite side of gate from J-seals along both sides,with coefficient of friction less than 0.15. 2.08 FRAMES AND GUIDES A. Design guides for embedment,wall mounting to meet Project requirements. B. Fabricate guides from 304 stainless steel and have slot for mating with gate cover. 40 05 62-5 2016 Gatewell Repairs-60441314 I two C. Equip guides bolted to head wall with heavy duty slotted clips for ease of mounting to wall by using T-316 stainless steel anchors. D. Guides extending above operating floor level to form bench stand upon which lift mechanism is fastened, shall be strong and rigid without use of additional stiffening members. E. Head rail shall also be of 304 stainless steel and shall be affixed so as to allow gate to be removed from guide -- without disassembly. F. Head rail shall have maximum deflection of 1/4 in.when subjected to horizontal force of four times 40 lb. ... maximum handwheel pull. G. Where wall-mounted guide frame extends above concrete wall,top anchor bolt shall be not more than 6 in. below top of wall. H. Gate inverts shall be flush with channel bottom. I. Do not use wall thimbles for installation. 2.09 OPERATING STEMS A. Equip each slide gate with rising operating stem. B. Stem shall be Type 304 stainless steel with Acme threads and provided with adjustable stop collars to limit upward and downward travel. C. Stems shall have maximum L/R of 200. D. Stem guides with FRP bushings shall be used to maintain an L/R of 200. 2.10 STEM COVERS A. Galvanized steel stem covers shall be provided with vent holes to minimize condensation. B. Stem covers shall be attached by a padlocked,threaded connection and be marked with"Open"and"Closed" position indicators. C. Stem covers shall be factory primed as per 2.13,and field painted in accordance with 2.13 and the plans. 2.11 ADJUSTABLE WEDGING DEVICE A. Provide adjustable assembly to achieve specified leakage rate. B. Adjustable wedging assembly shall be comprised of T-316 stainless steel wedging bar and silicon bronze adjusting bolts with locking nuts. C. Adjusting bolts shall be non-galling for long-term easy adjustment. D. Adjust gate seals at factory and in field to less than specified leakage rate. 2.12 ANCHOR BOLTS A. Adhesive Anchors: Ramset/Red Head Epcon System or Hilti HIT System. B. Not less than 1/2-in.diameter. 40 05 62-6 2016 Gatewell Repairs-60441314 C. Provide anchor bolts with size to withstand force created by operation of gate. 2.13 COATING A. Manufacturer shall be responsible for factory surface preparation,shop priming ofany exposed ferrous metal surfaces. Do not paint or coat fiberglass components or stainless steel. CONTRACTOR is responsible for field painting. System shall comply with: oilMma 1. Surface Preparation: Ferrous Metal-SP6. 2. First Coat: 3.0 DFT/"Series 90-97 Zinc Rich Primer"by Tnemec. 3. Second Coat: 3.0 to 4.0 DFT/"73-Color Endura-Shield III"by Tnemec. B. Coat machined or bearing surfaces and holes with protective grease until installation. 2.14 MANUALLY OPERATED FLOOR STANDS A. Maximum effort of 40 lbs shall be required to unseat gate and maximum of 25 lbs to operate gate after it is unseated. B. Enclosed gear type with crank capable of manual operation or by means of portable electric,gasoline or hydraulic powered operator. Equipment to match existing City of Waterloo operators. Provide bracket (permanent or removable)for mounting of City of Waterloo's hydraulic operator to floor stand. C. Provide single or double gear reduction,depending upon lifting capacity required. D. Type 316 stainless steel gears with machine cut teeth designed for smooth operation. E. Mount gearing and lift nut in Type 304 stainless steel housing and support with Type 304 stainless steel pedestal to place input shaft or crank arm approximately 36 in.above floor. F. Provide lubrication fittings in gear housing to permit lubrication of gears and bearings. G. Removable Type 316 stainless steel crank arm with revolving Type 316 stainless steel grip. Equipment to match existing City of Waterloo operators. PART 3 EXECUTION 3.01 INSTALLATION A. Install sluice gates in accordance with manufacturer's written recommendations and approved submittals. B. Install on wall as indicated on drawings. C. Adjust wedges to ensure gates seat properly. D. Test gate as specified. 3.02 FIELD QUALITY CONTROL A. After installation has been completed,test sluice gates under normal operating conditions n presence of ENGINEER. B. Repair leaks or other imperfections found upon testing. 40 05 62-7 2016 Gatewell Repairs-60441314 3.03 FIELD TESTING A. Preparation: 1. Schedule field testing which affects operation through OWNER 48 hrs before testing. 2. Maintenance: a. Perform maintenance on equipment throughout course of Work. b. Perform preventative maintenance in accordance with manufacturer's recommen-dations. c. Keep maintenance records with equipment and make records available for examination during Work. 3. Before start of testing: a. Have O&M manuals on-site during testing. b. Have spare parts,expendables and test equipment pertinent to equipment being tested on-site during testing. c. Check equipment against submittals. d. Verify equipment is installed properly. B. Testing: 1. Testing in accordance with Contract Documents and manufacturer's recommendations. 2. Correct deficiencies found during testing. 3. Testing shall be to requirements of Section 1.02.B.1. If adequate head cannot be maintained for testing, or at CONTRACTOR'S sole discretion, testing may be performed with video monitoring equipment at no additional cost to OWNER. * * *END OF SECTION* * 40 05 62-8 2016 Gatewell Repairs-60441314 SECTION 40 90 10 Almia GENERAL PROVISIONS FOR INSTRUMENTATION AND CONTROLS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. General requirements for package and non-package Instrumentation and Control Systems unless otherwise specified in other sections. 1.02 DEFINITIONS A. Selector Switch: When used under panel component description refers to maintained contact type switches. Loss and return of control power to circuit does not change control mode of requirements in switch position. B. Push-button: When used under panel component description refers to momentary contact type switches which, unless specified otherwise, shall require electrical interlock. Loss of control power shall, unless specified otherwise,result in loss of electrical interlock and stoppage of previous mode of operations. 1.03 SYSTEM DESCRIPTION A. Design Requirements: 00.1 1. Provide run/fail,alarm,and equipment status functions. 2. Unless otherwise specified,"run"signals shall be derived from motor starter normally open auxiliary contacts. 3. Unless otherwise specified,discrete input and output signals shall conform to: a. Isolated unpowered(dry)contact closures. b. Power contact from panel receiving signal or device receiving signal. 4. Panels,panel devices,and field devices shall meet or exceed NEMA requirements as follows. a. NEMA 4X: Wet locations or outdoors. 1) Instrumentation and control panels shall be 316 stainless steel. 2) Instruments and device enclosures shall be 316 stainless steel,fiberglass,or ABS plastic. b. NEMA 7: Class I,Division 1 or 2 areas. c. NEMA 12: Other areas. 5. Design Life: Design control system for min. 10 yr life at following temperatures: a. Permit continuous operation with panel external ambient temperatures of up to+40°C(+104°F). b. Outdoor Panels: Permit operation with panel external ambient temperatures of down to-29°C(- 20°F). c. Indoor Panels: Permit operation with panel external ambient temperatures of down to+8°C (+40°F). 6. When motor controller disconnecting means is off,deenergize associated equipment devices powered from panel. 7. Electrical wiring and controls shall conform to Division 16. 40 90 10-1 2016 Gatewell Repairs-60441314 B. Identify equipment on panel or screens with indication below: 1. Green Light On: Equipment running. 2. Red Light On: Equipment failure when called to run,but not running due to power failure,overload, breaker,disconnect,or remote switch call for equipment to stop. a. Provide parallel"required"contact wired to panel for items such as pumps and valves. b. Provide necessary relay logic and adjustable timers to sense discrepancy between"required"and "running"and activate respective"Run"and"Fail"light from these signals. Provide horn when specified. 3. Amber Light On: Indicate equipment status such as valve open or closed. 4. White Light On: Equipment off. 1.04 SUBMITTALS A. General: 1. Submit following information tabulated in booklet form for each piece of equipment or system furnished under this section. ■- 2. Table of Contents of Submittals: Include for each booklet when more than 1 item of equipment is included in submittal: a. ENGINEER'S instrument tag number. b. Instrument manufacturer's model number. c. Related piping,electrical,and dimension drawings. B. Product Data: 1. Construction materials. 2. Ranges. 3. Output/Input signals. 4. Accessories. 5. Mounting location. ... 6. Interconnect reference for associated field and panel instruments. 7. Component specification sheets. C. Shop Drawings: 1. Panel fabrication and dimension drawings, nameplate legends, and wiring and piping schematic drawings. Project specific drawings are required for each panel,typical are not acceptable. 2. Equipment dimension drawings. 3. Equipment terminal and piping connections. 4. Loop-by-loop system electrical schematic showing terminal-to-terminal interconnections between related panel and field instruments. 5. Front of panel layout. 6. Ladder/logic system electrical schematic showing wiring of each component,including ranges and set points. Wiring and ladder diagram shall have reference numbers on every line for cross referencing. Each device on ladder shall be cross-referenced with line number as to wherever it is located. +... 7. Terminal to terminal interconnection drawings showing wiring for panel to panel/MCC and panel to field equipment. D. Miscellaneous: L 40 90 10-2 2016 Gatewell Repairs-60441314 L 1. Certificate of UL or nationally recognized testing laboratory(NRTL)inspection and approval for each completely assembled panel prior to shipment to Project. 2. Include ENGINEER'S tag number when available on each submittal document or page wherever specific component appears. 3. Extra materials list. E. Operation and Maintenance(O&M)Data: 1. Include O&M data for each panel and field device specified: a. Bill of materials. b. Instruction Manual:Includes detailed operating sequence descriptions. c. Maintenance Manual: Instructions for maintaining equipment to include calibrating,cleaning, and trouble shooting. d. Front and rear panel layout drawings. e. Name plate data. 2. Submit 1 packages: 1.05 QUALITY ASSURANCE A. Standardization: 1. Drawings and Specifications are intended to provide overall system functions. Provide equipment necessary to provide complete and operable system. 2. CONTRACTOR is responsible for costs resulting from deviations from Contract Documents. B. Items provided under sections referenced to this section shall be listed or labeled by UL or other Nationally Recognized Testing Laboratory(NRTL). 1. Term"NRTL"shall be as defined in OSHA Regulation 1910.7. 2. Terms "listed"and"labeled"shall be as defined in National Electrical Code,Article 100. C. Regulatory Requirements: 1. National Electrical Code (NEC): Components and installation shall comply with National Fire Protection Association(NFPA)70. PART 2 PRODUCTS ^ 2.01 EQUIPMENT MARKERS A. Furnish equipment markers with ENGINEER'S equipment name and tag number. 2.02 SOURCE QUALITY CONTROL A. Perform UL inspection and certification for each completely assembled panel before shipment to Project site. PART 3 EXECUTION 3.01 INSTALLATION A. Install equipment in locations indicated on Drawings and in accordance with manufacturer's written instructions and approved submittals. 40 90 10-3 2016 Gatewell Repairs-60441314 3.02 EQUIPMENT MARKERS A. Fasten to equipment to be visible. * * *END OF SECTION* * * kw. Ism Vim law i.. 40 90 10-4 2016 Gatewell Repairs-60441314 MM. SECTION 40 90 40 INSTRUMENTATION AND CONTROL PANELS PART 1 GENERAL 1.01 SUMMARY A. Section,in conjunction with P&IDs,describes I&C panels and remote devices. 1.02 DEFINITIONS A. Abbreviations: 1. PLC: Programmable logic controller. 2. OIU: Operator Interface unit. 3. LCP:Local control panel. PART 2 PRODUCTS 2.01 INSTRUMENTATION AND CONTROL(I&C)EQUIPMENT A. Equipment provided in this section shall conform to following: 1. General Provisions for Instrument and Control: Section 40 90 10. 2. Instrument and Control Panel Construction: Section 40 95 13. MI' 3. Panel and Field Devices: Section 40 95 14. 2.02 ANSBOROUGH AVE GATE CONTROL PANEL A. Panel: 1. NEMA 4X. 2. Pedestal mounted on slab. 3. 480 vac,3 phase power. 4. Inside door lockable circuit breaker or disconnect. 5. Control Power Transformer with separately fused primaries and fused secondary. 5. Dead front panel with lockable door. B. Inside Door Panel Mounted Devices: Designation g Description/Range Interface HS-EANS East Ansborough Gate Close,Off,Open 3 position selector switch G-EANS ZLO-EANS East Ansborough Gate Open Indicator G-EANS ZLO-EANS East Ansborough Gate Closed Indicator G-EANS ZL-EANS Power On East Ansborough Gate Circuit Breaker HS-WANS West Ansborough Gate Close,Off,Open 3 position selector switch G-WANS ZLO-WANS West Ansborough Gate Open Indicator G-WANS ZLO-WANS West Ansborough Gate Closed Indicator G-WANS ZL-WANS Power On West Ansborough Gate Circuit Breaker HS-LIGHT Pole Light On/Off 2 position selector switch Light 40 90 40-1 2016 Gatewell Repairs-60441314 Designation Description/Range Interface Duplex 120vac Outlet -- _ Outlet C. Rear of Panel Mounted Devices: Designation Description/Range Interface Lockable East Gate Actuator,West Gate Actuator,Pole Light,and 480VAC Power Circuit convince outlet Breakers Circuit Pole Light 480VAC Power Breaker Circuit 120 vac Outlet 120 VAC Power Breaker K. D. Functional Description: 1. Monitor and illuminate respective Gate Power On indicator. 2. Close Gate when respective Close, Off, Open selector switch is in the Close position. Open Gate when respective Close,Off,Open selector switch is in the Open position. 3. Monitor Open and Close signals from Gate Actuators,illuminate respective indicator signal is active. 4. Turn on Pole Light when On,Off selector switch is in the On position. 2.03 FLETCHER AVE GATE CONTROL PANEL A. Panel: 1. NEMA 4X. 2. Pedestal mounted on slab. 3. 480 vac,3 phase power. 4. Inside door lockable circuit breaker or disconnect. 5. Control Power Transformer with separately fused primaries and fused secondary. _ 5. Dead front panel with lockable door. B. Inside Door Panel Mounted Devices: Designation Description/Range Interface HS-EFLE East Fletcher Gate Close,Off,Open 3 position selector switch G-EFLE ZLO-EFLE East Fletcher Gate Open Indicator G-EFLE ZLO-EFLE East Fletcher Gate Closed Indicator G-EFLE ZL-EFLE Power On East Fletcher Gate Circuit Breaker _. HS-WFLE West Fletcher Gate Close,Off,Open 3 position selector switch G-WFLE ZLO-WFLE West Fletcher Gate Open Indicator G-WFLE ZLO-WFLE West Fletcher Gate Closed Indicator G-WFLE ZL-WFLE Power On West Fletcher Gate Circuit Breaker HS-LIGHT Pole Light On/Off 2 position selector switch Light Duplex 120vac Outlet -- Outlet 40 90 40-2 2016 Gatewell Repairs-60441314 A, C. Rear of Panel Mounted Devices: Designation Description/Range Interface Lockable East Gate Actuator,West Gate Actuator,Pole Light,and 480VAC Power Circuit convince outlet Breakers Circuit Pole Light 480VAC Power Breaker Circuit 120 vac Outlet 120 VAC Power Breaker D. Functional Description: 1. Monitor and illuminate respective Gate Power On indicator. 2. Close Gate when respective Close, Off, Open selector switch is in the Close position. Open Gate when respective Close,Off,Open selector switch is in the Open position. 3. Monitor Open and Close signals from Gate Actuators,illuminate respective indicator signal is active. 4. Turn on Pole Light when On,Off selector switch is in the On position. PART 3 EXECUTION 3.01 INSTALLATION A. Install and wire in accordance with manufacturer's written instructions and approved submittals. 3.02 FIELD QUALITY CONTROL A. Manufacturer's Field Services: 1. Supplier's or manufacturer's representative for equipment specified herein shall be present at jobsite or classroom designated by OWNER for mandays indicated,travel time excluded,for assistance during plant construction,plant startup,and training of OWNER'S personnel for plant operation. 3.03 FIELD TESTING A. Preparation: 1. Schedule field testing which affects plant operation through OWNER 48 hrs before testing. 2. Resolve interface discrepancies. 3. Maintenance: a. Perform maintenance on equipment throughout course of Work. b. Perform preventative maintenance in accordance with manufacturer's recommendations. c. Keep maintenance records with equipment and make records available for examination during Work. 4. Conduct field testing. 5. Before start of testing: a. Have O&M manuals for each item of equipment on-site during testing. "-► b. Have spare parts,expendables,and test equipment pertinent to equipment being tested on-site during testing. 40 90 40-3 2016 Gatewell Repairs-60441314 "1 c. Check equipment against submittals. d. Verify equipment is installed properly. B. Testing: 1. Test in accordance with Contract Documents and manufacturer's recommendations. 2. Power up equipment to verify proper operation. 3. Loop-by-loop testing from field devices to control panel devices. a. Calibrate device to correct range for analog signals. b. Verify that discrete signals are being transmitted. 4. After installation of equipment test panels and field devices: a. Verify signals between system components. b. Test panel devices from field device and panel to panel to verify operation. c. Use actual signals whenever possible using installed equipment. When not possible,simulated signals are acceptable. 5. Correct deficiencies found during testing. * * *END OF SECTION* * * 40 90 40-4 2016 Gatewell Repairs-60441314 SECTION 40 95 13 INSTRUMENT AND CONTROL PANEL CONSTRUCTION PART 1 GENERAL 1.01 SUMMARY A. Comply with Section 13440. 1.02 SUBMITTALS A. Shop Drawings: 1. Wiring and wiring identification. -ft 2. Terminal identification. B. Submit in accordance with Section 40 90 10. 1.03 MAINTENANCE A. Extra Materials: 1. 5 fuses or 10%,whichever is greater,for each type of fuse. 2. 30%spare unwired terminals;to be shown on panel drawings. 3. 5 lamps or 10%,whichever is greater,for each type of lamp. 4. One intrinsically safe relay and intrinsically safe barrier for each type. 5. One control relay for each type. 6. One lightning and surge protection module for each type. PART 2 PRODUCTS Man 2.01 CONTROL PANELS A. Factory-fabricate,install instruments,plumb and wire. B. Make external connections by way of numbered terminal blocks. C. Separate electrical components from pneumatic components by metal barriers. D. Conform to ISA standards. E. Construct panels to external dimensions as specified,required,or shown. Component arrangement and wiring shall be consistent for like panels. F. Fabrication: 1. Minimum Metal Thickness: 14 ga. a. Construct panels so no seams or bolt heads visible when viewed from front. .in b. Panel cutouts for instruments and other devices, such as lights and switches, shall be cut, punched or drilled,and smoothly finished with rounded edges. .. 2. Wherever practical,enclosures shall be manufacturer's standard product. 3. Size to adequately dissipate heat generated by equipment mounted in or on panel. 40 95 13-1 2016 Gatwell Repairs-60441314 4. Equip panels mounted outside buildings with thermostatically controlled space heaters capable of maintaining internal temperature of 10°C,±2°C,with 20 mph wind at ambient temperature of-30°C. Heaters shall operate on 120 vac,60 Hz power. 5. Install rear of panel devices on subpanel. G. Doors: 1. Provide front doors except on graphic sections and where otherwise specified. 2. Full height,fully gasketed access doors. 3. Provide with 3-point padlock locking latches. 4. Provide full length,continuous,piano type stainless steel hinges and pins. H. Service Outlets: 1. Provide 20 amp,120 v service outlet circuit fused at 5 amps within back-of-panel area. Fuse separate from control power. Temperature Control: 1. For NEMA 4 and 4X Applications: a. Provide thermostatically controlled heat exchanger and circulation fans as required to limit internal temperature buildup within sealed enclosure. Internal panel temperature shall not exceed lowest or highest temperature rating of internal components. b. Heat exchanger shall be of air to air heat pipe type: 1) Manufacturer: Noren Products Inc. 2) Components located outside of control center enclosure shall be suitable for outdoor installation. 3) Fans shall be waterproof and installed in an anodized aluminum enclosure. c. Install heat exchanger so that NEMA rating of enclosure is not compromised. -- d. For outdoor application sunshields may be used to limit internal panel temperature. J. Fusing: 1. Maximum Fuse Size: 5 amp. 2. Group instruments after separate fusing with maximum of 10 instruments/fuse. 3. Fuse power supplies individually. 4. Where 5 amp capacity is exceeded by load requirements,provide additional fuses. 5. For field devices powered by panel,provide separate fuse for each output. K. Wiring Terminals: 1. Mount and wire panel instruments and components to terminal blocks within panel so installation shall require only setting panel in place and making connections to field wiring and utilities. 2. Provide separately mounted terminal blocks in panel for connection of field wiring to panel. 3. Label with respective loop number as designated on Panel Ladder Logic Drawings or Loop Diagrams. L. Intrinsically Safe Components: 1. Provide intrinsically safe shunt barriers and relays as necessary when field components are located in Class I Division 1 or Division 2 hazardous class field locations. M. Lightning and Surge Protection: 40 95 13-2 2016 Gatwell Repairs-60441314 1. Provide on instrumentation and control signals whose source or destination is outside building. 'ak 2. Provide on phone lines and copper data network connections located outside building. 3. Provide on 120 vac power feeds. ..� N. Wiring Identification: 1. Label panel wiring at each end of conductor with wire number as designated on Panel Ladder Logic Drawings or Loop Diagrams. 2. Labels shall be heat shrinkable vinyl sleeve with permanent embossed letters. Emboss label characters on single sleeve. Heat shrink sleeves on conductors at terminal ends. 3. Conductors Color Codes: a. 120 vac power wiring,line(phase "A"): Black. b. 120 vac power wiring,neutral/common: White. c. 120 vac power wiring,ground: Green. d. 120 vac control wiring,internal power source: Red. e. 120 vac control wiring,external power source: Yellow. f. 24 vdc control wiring,internal or external power source: Light Blue. g. 4-20 mAdc signal wiring,positive lead: Black. h. 4-20 mAdc signal wiring,negative lead: White or Red. i. Data highway cable,signal leads: Manufacturer's standard. O. Panel Drawing Data Pocket: 1. Mount inside without penetrating panel. 2. Size for holding wiring diagrams. 3. Construct from thermal plastic or metal. 4. Include wiring diagrams. 2.02 PANEL FINISH A. Remove mill scale,rust,grease,and oil. Fill imperfections and sand smooth. NNW B. Paint interior and exterior with one coat of epoxy metal primer and 2 finish coats of 2 component type epoxy enamel. 1. Paint edges of cutouts before installation of instruments and devices. D. Dry film thickness shall not be less than 3.0 mils. _:. E. Color: Manufacturer's standard gray for exterior and white for interior. 2.04 NAMEPLATES A. Provide nameplates for I&C panels and each front-of-panel instrument and device with designations as shown on Drawings and as listed in Specifications. B. Panel Designation: Engraved with ENGINEER'S panel tag number and description with 1/2 in. high characters. C. Application/Function Nameplate: Locate 3/16 in. characters above or near panel mounted instrument or device consisting of descriptive phrase using nomenclature as listed in Specifications(when available). D. Laminated white plastic inscribed with black characters. i . 40 95 13-3 2016 Gatwell Repairs-60441314 1 E. Tag Number: Include ENGINEER'S tag number as shown on P&ID's and in Specifications on each nameplate. F. Provide aluminum decal with black 3/16 in.characters identifying tag number or device designation. Locate decal on instrument or device or above instrument or device on panel. G. Secure front-of-panel and front-of-instrument nameplate with drive screws or self-tapping fasteners. -- 2.05 SOURCE QUALITY CONTROL A. Test wiring and plumbing prior to shipment. 1. Test internal wiring and components to ensure panel is operational prior to shipment. 2. When panels are interwired,interconnect panels at factory and test functionality of system. 3. Simulate field component and instrument inputs at panel terminals. Test panel outputs with suitable test instruments. 4. Pressure test internal piping system and components for leaks and repair before shipping. PART 3 EXECUTION 3.01 INSTALLATION A. Install panels in locations indicated on Drawings and in accordance with manufacturer's written instructions and approved submittals. B. Paint: Touch up defects in panel finish after installation. * * *END OF SECTION* * * 40 95 13-4 2016 Gatwell Repairs-60441314 .464 { '""1' SECTION 40 95 14 PANEL AND FIELD DEVICES PART 1 GENERAL 1.01 SUMMARY A. Comply with Section 40 90 10. ..r PART 2 PRODUCTS 2.01 PUSH-BUTTON/SELECTOR SWITCH CONTROL UNITS AND PILOT LIGHTS A. Manufacturers: 1. Square D. 2. Cutler-Hammer. 3. Allen Bradley. 4. Or equal. B. Construction: 1. Heavy duty. 2. Oil tight,watertight. 3. Base mounting. 4. Flush panel mounting. 5. Size to mount in 30.5 mm opening without adapter. Smaller units are not acceptable. C. Pushbuttons: 1. Flush head unless specified elsewhere. 2. Contact Blocks: a. Double break silver contacts. b. ac Ratings: 7,200 va make,720 va break. c. Single pole,double throw or double pole,single throw. d. Up to 6 tandem blocks. 3. Momentary contact unless specified elsewhere. 4. Non-illuminated. 5. Padlock attachments where required. 6. Legend plates as required for type of operation or as specified elsewhere. D. Selector Switches: 1. Maintained position unless specified elsewhere. .:� 2. Contact Blocks: a. Double break silver contacts. b. ac Ratings: 7,200 va make,720 va break. "" c. Single pole,double throw or double pole,single throw. d. Up to 6 tandem blocks. 3. Operators: I .+w 40 95 14-1 2016 Gatewell Repairs-60441314 it a. Number of positions as specified elsewhere. b. Standard knob type unless specified elsewhere. 4. Legend plates as required for type of operation or specified elsewhere. F. Pilot Lights: 1. Transformer type. 2. LED bulb. 3. Colored lenses as specified elsewhere. 4. Interchangeable lenses. 5. Transformer rated for 120 v,60 Hz. 6. Push to test. 7. Legend plates as required for type of operation or specified elsewhere.G. Nameplates: 1. I&C Panel: Section 40 95 13. 2.02 MOTOR STARTER CONTROL RELAYS A. Manufacturers: 1. Square D. 2. Cutler-Hammer. 3. Or equal. B. Construction: 1. Industrial type. 2. 300 v rated. 3. ac operation. 4. Pressure wire connectors. C. Operating Data: 1. Pickup Time: 11 ms maximum. 2. Dropout Time: 6 ms maximum. D. Coil: 1. Molded construction. 2. 120 vac,60 Hz. 3. Continuous rated. 4. 155 va inrush,maximum. 5. 22 va sealed,maximum. 6. Suppress coil transients to 300 v or less. E. Contacts: 1. Double break. 2. Silver alloy. 3. Convertible. 4. Color coded to indicate status. 5. Pilot duty. 6. 60 amp make,6 amp break,(120 v inducting). 40 95 14-2 2016 Gatewell Repairs-60441314 F. Track mounting capability. G. Accessories: 1. Add-on pole attachment. a. 4 NO and 4 NC contacts. b. Add-on to 0 to 4-pole relay. 2. Latch attachment. 2.03 GENERAL PURPOSE CONTROL RELAYS A. Manufacturers: 1. Potter and Brumfield,KU Series. 2. Struthers Dunn. 3. Or equal. B. Operating Data: 1. Pickup Time: 13 ms maximum. 2. Dropout Time: 10 ms maximum. 3. Operating Temperature: -45°C to 70°C. "— C. ac Coil: 1. 120 or 240 vac. 2. Continuous rated. 3. 3.5 va inrush. 4. 1.2 va sealed. 5. 50 to 60 Hz. 6. Minimum Dropout Voltage: 10%of coil rated voltage. D. do Coil: 1. 24 or 120 vdc. 2. Continuous rated. 3. Minimum Coil Resistance: a. 24 vdc: 450 ohm. b. 100 vdc: 9,000 ohm. ` E. Contacts: 1. Silver cadmium oxide. 2. Gold flashed fine silver,gold diffused for 1 amp or less resistive loads. 3. 4 Form C. 4. 120 vac. 5. 10 amp make, 15 amp break,(inductive). F. Rated at 10 million operations. G. Plug-in sockets. 40 95 14-3 2016 Gatewell Repairs-60441314 H. Enclosed and protected by polycarbonate cover. I. Provide relay retaining clips. 2.04 TAGGING A. Provide Type 316 stainless steel tag on field-mounted units and permanently affix tag to unit. B. Engrave with process application as listed in Specifications. C. Include ENGINEER'S tag number as listed in Specifications and on P&ID's. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's written instructions, applicable requirements of NEC, NECA "Standard of Installation,"and recognized industry practices. B. Control Relays: . 1. Provide control relays for general purpose logic circuits. 2. Provide motor starter control relays when load exceeds rating of general purpose control relays. * * *END OF SECTION* * * a. Nom 40 95 14-4 2016 Gatewell Repairs-60441314 Wig mai GENERAL SPECIFICATIONS FOR CONSTRUCTION j 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 w 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 therefore and to such other duties as may be delegated to him in these specifications. „i 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 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 *44 work contemplated if it be awarded him. 9. SURETY. The corporate body bound with and for the Contractor for the acceptab Fe performance of the contract. 9 ' 10. PROPOSAL. The written Proposal, submitted by the bidder in the prescribed mariner and on the standard form,for the improvements covered by these specifications. `r 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 CITY CONTRACT NO.895 GS-1 of 13 aft AECOM 60441314 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 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. 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 official publications are by statute vested with all of the force and effect of contract obligations. 20. A.S.T.M. Abbreviation for American Society for Testing Materials. 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 any one 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. 3. CONTRACTOR'S UNDERSTANDING. It is understood and agreed that the Contractor has, 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 facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can, in any way,affect the work under this contract. No verbal agreement or conversation with 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. GENERAL SPECS CITY CONTRACT NO.895 GS-2 of 13 AECOM 60441314 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 ordering such change. 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 f 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. rya 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 CITY CONTRACT NO.895 GS-3 of 13 niat AECOM 60441314 ti. 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 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 ,r 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 practicable, at the source of supply. If any work should be covered up without the approval or consent of the 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 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 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 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. GENERAL SPECS CITY CONTRACT NO.895 GS-4 of 13 AECOM 60441314 I ; I � 3. STATUS OF THE ENGINEER. The Engineer shall have general supervision and direction of the 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 f.. 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 bench marks,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. aa 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. •`r 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. 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 11•014 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 CITY CONTRACT NO.895 GS-5 of 13 "'4 AECOM 60441314 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. 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 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. 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 and 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. 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. GENERAL SPECS CITY CONTRACT NO.895 GS-6 of 13 AECOM 60441314 —•t 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 therefore 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. 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. 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, 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. ..a GENERAL SPECS CITY CONTRACT NO.895 ""4 AECOM 60441314 GS-7 of 13 9. REMOVAL OF EQUIPMENT. In the case of annulment of this contract before completion, 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 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. 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 therefore 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) Actual payroll expenditures for labor at the current rate therefore,and cost of materials. (b) Pay of foreman and timekeepers for actual time required on the extra work. ... (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. For any special machine,power tools, or equipment, including fuel and lubricants,but not including small 4.4 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. >r 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. In no case will a claim for extra compensation be allowed unless the work upon which the claim is based has 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. GENERAL SPECS CITY CONTRACT NO.895 GS-8 of 13 AECOM 60441314 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 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 OMNI of all credits for extra work and all credits or debits for changes, alterations, omissions, and defects, and shall 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. 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. •-r 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 any claims of the Contractor against the City 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. 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 .., 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 therefore. GENERAL SPECS CITY CONTRACT NO.895 GS-9 of 13 ."4 AECOM 60441314 { 1 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. 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 therefore,and said Contractor shall also carry liability insurance which 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 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 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 Each Occurrence Limit $ 5,000,000.00 Comprehensive Automobile Liability Insurance $ 1,000,000.00 The Contractor shall have the Owner, City of Waterloo, Iowa, and Engineer, AECOM, named as an "Additional Named Insured". 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 required by the latest edition of the "Iowa Manual on Uniform Traffic Control Devices for Streets and Highways" GENERAL SPECS CITY CONTRACT NO.895 GS-10 of 13 AECOM 60441314 4 1.4 I j and shall provide, keep, and maintain such barricades, signs, etc., as may be required or as may be ordered by the 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 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. 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. The 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 erg persons directly employed by him. Nothing contained in the contract documents shall create any contractual relation between any Subcontractor and the City. 00, 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. 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 parties to proceed ex parte. GENERAL SPECS CITY CONTRACT NO.895 GS-11 of 13 •+y AECOM 60441314 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 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. 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 local application to be adopted to the legal requirements of the place in which the work is to be done. 4444. 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 indemnity to the amount required by law in form and substance,and with surety thereon satisfactory and acceptable tom 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 of the Contract. 13. PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the provisions of 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. 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 bow of the specifications, or on account of the failure of said Contractor to comply fully with these provisions, shall be 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. .,. 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 therefore, 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. GENERAL SPECS CITY CONTRACT NO.895 GS-12 of 13 AECOM 60441314 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. * * * END OF SECTION * * * 00. .11 YEN NAN 1 GENERAL SPECS CITY CONTRACT NO.895 GS-13 of 13 "9 AECOM 60441314 SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION 1. SUBCONTRACTS r 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 require- ments 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. rr * * *END OF SECTION* * * SUPPLEMENTARY GENERAL PSECS. CITY CONTRACT NO.895 SGS-I of 1 AECOM 60441314 ""4 FORM OF CONTRACT{PRIVATE} CONTRACT FOR THE CONSTRUCTION OF j FY 2016 FLOOD CONTROL GATEWELL REPAIRS 1 CITY CONTRACT NO.895 I i CITY OF WATERLOO,IOWA This contract made and entered into this day of 2016, by and between the City of Waterloo,Iowa,a Municipal Corporation,(hereinafter referred to as(City),and M, ,of (hereinafter referred to as Contractor),WITNESSETH: PAR. 1 Contractor agrees to build and construct the FY 2016 FLOOD CONTROL GATEWELL REPAIRS, CITY CONTRACT NO.895 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 work under the proposed contract shall be commenced within ten(10)working days after receipt of "Notice to Proceed" and all items shall be completed on or before August 1, 2016 , unless an extension of time is authorized by the City Council. 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 therefore 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 anystreet or alley, and maintaining y, 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 r+. 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. FORM OF CONTRACT CITY CONTRACT NO.895 C-1 of 3 AECOM 60441314 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 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 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 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. „o„ 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. 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. 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 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 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 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. PAR. 15 In consideration of the full compliance on the part of the Contractor with all the provisions,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,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$ . FORM OF CONTRACT CITY CONTRACT NO.895 C-2 of 3 AECOM 60441314 t' 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 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. CITY OF WATERLOO.IOWA Mayor City Clerk Contractor BY: Title: Approved by the City Council of the City of Waterloo,Iowa,this day of ,2016. ATTEST: City Clerk "' Waterloo,Iowa FORM OF CONTRACT CITY CONTRACT NO.895 C-3 of 3 AECOM 60441314 r.l PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, ,of (hereinafter called the Principal),and of -r (hereinafter called the Surety),are held and firmly bound unto the City of Waterloo(hereinafter called the Obligee),in the penal sum of Dollars($ ),lawful money of the United States, to payment of which sum,well and truly to be made,the Principal here firmly binds himself/themselves,his/their heirs, _ executors, and administrators, and the said Surety binds himself,his successors,assigns,executors, and administrators, jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, WHEREAS the above bounden Principal did,on the day of 2016, enter into a written contract with the City of Waterloo, Iowa, for the construction of FY 2016 FLOOD CONTROL GATEWELL REPAIRS,CITY CONTRACT NO.895,a copy of which contract,together with all of its terms,covenants,conditions,and stipulations, is incorporated herein and made a part hereof as full and completely as if said contract were recited at length herein;and ,.� WHEREAS, the Principal and Surety on this bond hereby agree to pay to all persons, firms or corporations having contracts directly with the Principal or with subcontractors, all just claims due them for labor performed or materials furnished in the performance of the contract on account of which bond is given when the same are not satisfied out of the portion of the contract price which the public corporation is required to retain until completion of the public improvement,but the Principal and Surety shall not be liable to said persons,firms,or corporation unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. Now, if the Principal shall in all respects fulfill his said contract according to the terms and tenor thereof,and shall satisfy all claims and demands incurred for the same,and shall fully indemnify and save harmless the Obligee from all costs and damages which it may suffer by reason of failure to do so,and shall fully reimburse and repay the Obligee all outlays and expenses which it may incur in making good any such default,then the obligation is to be void and of no effect,otherwise to remain in full force and effect. Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanding,to consent 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. ' PERFORMANCE BOND CITY CONTRACT NO.895 PFB-1 of 2 0.4 AECOM 60441314 L.. War IN WITNESS WHEREOF,we have hereunto set our hands and seals this day of ,2016. Principal By: Surety Attorney-in-Fact �— Imo PERFORMANCE BOND CITY CONTRACT NO.895 PFB-2 of 2 AECOM 60441314 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 CITY OF WATERLOO,IOWA (Name of Owner) 715 MULBERRY STREET,WATERLOO,IOWA 50703 (Address of Owner) hereinafter called OWNER, in the penal sum of 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 , 2016, a copy of which is hereto attached and made a part hereof for the construction of: FY 2016 FLOOD CONTROL GATEWELL REPAIRS CITY CONTRACT NO.895 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, performed in such WORK whether by SUBCONTRACTOR or otherwise,then this obligation shall be void;otherwise to remain in full force and effect. PAYMENT BOND CITY CONTRACT NO.895 PB-1 oft AECOM 60441314 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. 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 of (number) which shall be deemed an original,this the day of 2016. ATTEST: Principal (Principal)Secretary (SEAL) By (s) (Address) Witness as to Principal �.. (Address) Surety ATTEST: By Attorney-in-Fact Witness as to Surety (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 CITY CONTRACT NO.895 PB-2 of 2 AECOM 60441314 CHANGE ORDER NO. Owner Date Project I•-+ Owner's Contract No. Contractor Date of Contract Start $ You are directed to make the following changes in the Contract Documents. Description: Reason for Change Order: CONTRACT PRICE CONTRACT TIMES(Calendar Days) To substantial To final completion completion Original: $ Original Completion Date: Previous CIO's(ADD/DEDUCT): $ Previous CIO's(ADD/DEDUCT): This C.O.(ADD/DEDUCT): $ This C.O.(ADD/DEDUCT): Contract Price with all REVISED: approved Change Orders: $ Revised Completion Date: { It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s)ordered herein, ...� including all impact,delays,and acceleration costs. Other than the dollar amount and time allowance listed above,there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. I ^ APPROVED: By: OWNER(Authorized Signature) Date ACCEPTED: By: CONTRACTOR(Authorized Signature) Date AECOM,Inc. 60441314 / Project Change Number Order No. CO-1 2016 Gatewell Repairs-60441314