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PROJECT PLAN
AECOM FY 2021 Sanitary Sewer Gatewell Repairs - Phase I City of Waterloo, Iowa City Contract No. 951 AECOM #60549334 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 2021 FY 2021 Sanitary Sewer Gatewell Repairs - Phase I City of Waterloo, Iowa City Contract No. 951 Prepared For: City of Waterloo, Iowa Prepared By: AECOM January 2021 I hereby certify that this engineering document was prepared by me or Q�OFESSI04I4 4 under my direct personal supervision and that I am a duly licensed _ - Professional Engineer under the laws of the state of Iowa. y• Ross A. �c+'�-_ W HILLSMAN = U 12985 ^* /7/ • January 19, 2021 ROSS A. HILLSMAN, PE Date /Ow A �,.•• ,,,,,t1M����\„ License No. 12985 My license renewal date is December 31, 2021. Pages or sheets covered by this seal: All Pages FY 2021 SANITARY SEWER GATEWELL REPAIRS -PHASE I CITY CONTRACT NO. 951 CONTRACT DOCUMENTS TABLE OF CONTENTS 1. NOTICE TO BIDDERS NB 1-4 2. NOTICE OF PUBLIC HEARING NPH 1-2 3. INSTRUCTIONS TO BIDDERS IB 1-10 4. SRF REQUIRED FRONT-END SPECIFICATIONS 1-34 4. FORM OF BID OR PROPOSAL FB 1-4 5. SALES TAX EXEMPTION INFORMATION FORM STE 1-2 6. FORM OF BID BOND BB 1-2 7. NON-COLLUSION AFFIDAVITS NCA 1-2 8. EQUAL OPPORTUNITY CLAUSE EOC 1-2 9. TITLE VI CIVIL RIGHTS WI 1-2 10. BIDDER STATUS FORM BSF-1-2 11. AFFIRMATIVE ACTION PROGRAM 1-8 12. POTENTIAL ITEMS OF WORK FOR MBE/WBE PARTICIPATION M 1 SUBCONTRACTOR'S BID REQUEST FORM, M 3 LETTER FORM FOR SUBCONTRACTOR QUOTES, M 4 MBE/WBE SCOPE LETTER, M 5 MBE AND/OR WBE PREBID CONTACT INFORMATION FORM M 7-8 13. WATERLOO/CEDAR FALLS MINORITY AND WOMEN BUSINESSES ENTERPRISE CONSTRUCTION AND MAINTENANCE CONTRACTOR'S GUIDE 1-4 14. STATEMENT OF BIDDER'S QUALIFICATIONS SBQ 1-2 15. GENERAL SPECIAL PROVISIONS GSP 1-6 16. SPECIAL PROVISIONS SP 1-4 The Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, Series of 2015, plus the applicable General Supplemental Specifications and the 2020 Iowa Statewide Urban Specifications, also known as SUDAS, shall apply to construction work. These standard specifications are amended by the City of Waterloo Supplemental Specifications to the 2020 edition of SUDAS. Any specifications that supercede the Iowa DOT, SUDAS and City of Waterloo Specifications are listed in the Special Provisions. TECHNICALS Section 01 11 18 Summary of Work 01 11 18-1 to 01 11 18-4 Section 01 14 14 Control of Work 01 14 14-1 to 01 14 14-4 Section 01 22 13 Measurement and Payment 01 22 13-1 to 01 22 13-8 Section 01 33 10 Submittals 01 33 10-1 to 01 33 10-8 Section 01 45 50 Testing Laboratory Services 01 45 50-1 to 01 45 50-2 Section 01 45 51 Testing 01 45 51-1 to 01 45-51-2 Section 01 50 00 Temporary Facilities 01 50 00-1 to 01 50 00-4 Section 01 50 10 Temporary Construction Facilities and Utilities 01 50 10-1 to 01 50 10-2 Section 01 57 00 Protection of Environment 01 57 00-1 to 01 57 00-4 Section 01 60 10 Material and Equipment 01 60 10-1 to 01 60 10-8 Section 01 66 10 Delivery, Storage and Handling 01 66 10-1 to 01 66 10-4 Section 01 78 23 Operation and Maintenance Data 01 78 23-1 to 01 78 23-14 Section 01 78 39 Project Record Documents 01 78 39-1 to 01 78 39-2 Section 02 41 00 Demolition 02 41 00-1 to 02 41 00-2 Section 03 30 00 Cast-in-Place Concrete 03 30 00-1 to 03 30 00-14 Section 03 61 10 Patching Mortar 03 61 10-1 to 03 61 10-2 Section 03 62 00 Grout 03 62 00-1 to 03 62 00-8 Section 05 52 00 Aluminum Railing 05 52 00-1 to 05 52 00-4 Section 08 31 13 Access Doors and Frames 08 31 13-1 to 08 31 13-4 Section 29 60 00 Temporary Wastewater Bypass System 29 60 00-1 to 29 60 00-8 Section 31 23 19 Dewatering 31 23 19-1 to 31 23 19-4 Section 40 05 31 Manually Actuated Valves 40 05 31-1 to 40 05 31-4 Section 40 05 62 FRP Sluice Gates 40 05 62-1 to 40 05 62-8 17. GENERAL SPECIFICATIONS FOR CONSTRUCTION GS 1-14 18. SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION SGS 1-2 19. FORM OF CONTRACT C 1-4 20. PERFORMANCE BOND PFB 1-2 21. PAYMENT BOND PB 1-2 APPENDIX CHANGE ORDER FORM FLOOD CONTINGENCY PLAN DAVIS-BACON WAGE RATES AND FORMS: Davis-Bacon Wage Rates Form WH-347 Payroll and Certifications Form SF-1444 Request for Authorization of Additional Classification and Rate Form WH-321 Notice Poster NOTICE TO BIDDERS For the Taking of Construction Bids for the FY 2021 SANITARY SEWER GATEWELL REPAIRS- PHASE I In the City of Waterloo, Iowa CONTRACT NO.951 — 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 11th day of February , 2021 , until 1:00 p.m. for the construction of the FY 2021 SANITARY SEWER GATEWELL REPAIRS- PHASE I, CONTRACT NO. 951, as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS Sealed bids must be received by the City Clerk of the City of Waterloo at City Hall, 715 Mulberry Street, Waterloo, Iowa 50703, no later than Thursday, February 11, 2021, at 1:00 p.m. All bids will be opened in the Council Chambers at City Hall, in the City of Waterloo, Iowa, on the 11th day of February ,2021, at 1:00 p.m., and the proposals will be acted upon at such later time and place as may then be fixed by the City Council. The bid opening will be livestreamed on YouTube and made available on the City website. PUBLIC HEARING The Council of said City will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the construction of the above-described improvement project at 5:30 p.m. on Monday, February 15 , 2021 , said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. The City of Waterloo will continue to hold City Council meetings as scheduled; however, in response to COVID-19, elected officials and city staff will participate via Zoom videoconferencing. If Council chambers are closed to the public for City Council meetings due to health and safety concerns from COVID-19, the City Council meeting will be held electronically via Zoom. For information on how to participate in the electronic meeting,visit: htt s://www.cit ofwaterloolowa.com/ overnment/cit council/index. h or call the City Clerk's Office at 319-291-4323. The public may email comments to comments@waterloo-ia.orq, which will be read during the public hearing. Please state the public hearing item on which you wish to speak. If Council chambers are open to the public for City Council meetings,the public may attend the meeting in person but is required to wear a mask and practice social distancing. SCOPE OF WORK The extent of the work involved is the rehabilitation, replacement or abandonment of gatewells and/or valve wells along the City's flood control systems. BEGINNING AND COMPLETION DATES The work under the proposed contract shall commence after receipt of "Notice to Proceed" and at the date submitted by the Contractor at the preconstruction conference and approved by the Engineer. Once work commences, periods of inactivity shall be minimized. All items shall be completed on or before December 10, 2021. NOTICE TO BIDDERS CONTRACT NO.951 NB-1 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I METHOD OF PAYMENT TO CONTRACTOR The Contractor will be paid against 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 interest not exceeding that permitted by Chapter 74A, Code of Iowa. PLANS AND SPECIFICATIONS Plans and Specifications governing the construction of the proposed improvements have been prepared by 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. Complete digital Plans and Specifications are available at www.questcdn.com. You may download the digital documents free of charge from Questcdn by inputting Questcdn Project#7510342 on the website's Project Search page. Please contact Questcdn.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration, downloading and working with this digital project information. Optional paper copies of the Plans and Specifications are available from AECOM, 501 Sycamore Street, Suite 222, Waterloo, Iowa, upon receipt of a $50.00 deposit (CHECK ONLY). Deposits are fully refundable if the plans and specifications are returned in usable condition (i.e., generally free of highlights, ink markings, tears, stickers, water stains and soiling) to the Waterloo AECOM office listed above by the end of the 14th consecutive day after the 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 and consulting engineer to verify eligibility for the refundable deposit. Please DO NOT obtain Bid Documents from any source other than Questcdn.com or through the AECOM Waterloo office as listed above. Obtaining documents through any other source could prevent Bidder from being included on the official AECOM Plan Holders List which, in turn, may cause the Bidder to not receive addenda or other time-sensitive/ bid-critical documents. The City has the right to reject any bids that do not have current bidding documents included in the proposal. Upon award of project, the prime contractor, 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. NOTICE TO BIDDERS CONTRACT NO.951 NB-2 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. 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 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 NOTICE TO BIDDERS CONTRACT NO.951 NB-3 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. LIQUIDATED DAMAGES Time is an essential element of this contract. It is important that the work be diligently pursued to — completion. If the work is not completed within the specified contract period, plus authorized extensions, the contractor shall pay to the City Liquidated Damages in the amount of five hundred dollars ($500.00) per day, for each day, as further described herein, in excess of the authorized time. —" Days beyond the specified completion date for which Liquidated Damages will be charged will be working days that the contractor does, or 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, engineer (AECOM) and City Officials. BIDDER STATUS Attention of bidders is called to compliance with the provisions of the Resident Bidder/Non-Resident Bidder requirements. — Each bidder submitting a bid shall execute and include with the bid the Bidder Status Form on the form herein provided. _ Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. SALES TAX EXEMPTION CERTIFICATES Contractors and approved subcontractors will be provided a Sales Tax Exemption Certification to — purchase building materials or supplies in the performance of construction contracts let by the City of Waterloo. Posted pursuant to the provisions of Chapter 26 of the City Code of Iowa. — CITY OF WATERLOO, IOWA NOTICE TO BIDDERS CONTRACT NO.951 NB-4 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I NOTICE OF PUBLIC HEARING On Proposed Plans, Specifications, Form of Contract, And Estimate of Cost for the FY 2021 SANITARY SEWER GATEWELL REPAIRS- PHASE I CONTRACT NO. 951 In the City of Waterloo, Iowa 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 11th day of February , 2021 , until 1:00 p.m. for the construction of the FY 2021 SANITARY SEWER GATEWELL REPAIRS - PHASE I, CONTRACT NO. 951 as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS Sealed bids must be received by the City Clerk of the City of Waterloo at City Hall, 715 Mulberry Street, Waterloo, Iowa 50703, no later than Thursday, February 11,2021, at 1:00 p.m. All bids will be opened in the Council Chambers at City Hall, in the City of Waterloo, Iowa, on the 11th day of February , 2021, at 1:00 p.m., and the proposals will be acted upon at such later time and place as may then be fixed by the City Council. The bid opening will be livestreamed on YouTube and made available on the City website. 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 the 15th day of February , 2021 , said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. The proposed plans, specifications, form of contract, and estimate of cost for said improvements heretofore prepared by AECOM are now on file in the office of the City Clerk for public examination, and any person interested therein may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto at the meeting above set forth. The NOTICE TO BIDDERS can be viewed at the following locations: 1) City of Waterloo web site at http://ci.waterloo.ia.us/ 2) Plan Rooms: Master Builders of Iowa 221 Park Street, PO Box 695 Des Moines, IA 50303 McGraw Hill Construction Dodge 3315 Central Ave. Hot Springs, AR 71913 Reed Construction Data 30 Technology Parkway South, Ste. 500 Norcross, GA 30092 3) Plan Room Web sites: Master Builders of Iowa web site at www.mbionline.com Dodge Lead web site: http://dodgeprojects.construction.com/ Reed Const. Data Lead web site: http://www.cmdgroup.com/project-leads/ NOTICE OF PUBLIC HEARING CONTRACT NO.951 NPH-1 of 2 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I The City of Waterloo will continue to hold City Council meetings as scheduled; however, in response to COVID-19, elected officials and city staff will participate via Zoom videoconferencing. If Council chambers are closed to the public for City Council meetings due to health and safety concerns from COVID-19, the City Council meeting will be held electronically via Zoom. For information on how to participate in the electronic meeting,visit: https:l/www.cityofwaterlooiowa.com/government/city councillindex.phr or call the City Clerk's Office at 319-291-4323. The public may email comments to t 'k‘, 0, which will be read during the public hearing. Please state the public hearing item on which you wish to speak. If Council chambers are open to the public for City Council meetings, the public may attend the meeting in person but is required to wear a mask and practice social distancing. SCOPE OF WORK The extent of the work involved is the rehabilitation, replacement or abandonment of gatewells and/or valve wells along the City's flood control systems. Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the day of , 20 . CITY OF WATERLOO, IOWA BY: Kelley Felchle City Clerk * * * END OF SECTION * NOTICE OF PUBLIC HEARING CONTRACT NO.951 NPH-2 of 2 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 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 CONTRACT NO.951 IB-1 of 10 AECOM#605493334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 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 CONTRACT NO.951 IB-2 of 10 AECOM#605493334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 has 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 MBE/WBE subcontractors. INSTRUCTIONS TO BIDDERS CONTRACT NO.951 IB-3 of 10 AECOM#605493334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. 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 — 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: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, Aleuts, and Asian-Pacific Americans. 13 C.F.R. 124-1.1(c)(3)(ii)(1983). INSTRUCTIONS TO BIDDERS CONTRACT NO.951 IB-4 of 10 AECOM#605493334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I Lowest Responsible Bidder: Bidder who has offered the lowest bid and who has exhibited skill relative to the type of work bid on, judgment, financial responsibility, and evidence of working with the Affirmative Action Employment Program and the Contract Compliance Program. Broker: One buying or selling for others on commission or other fee basis without maintaining a warehouse or other similar inventory storage facility. Mayor's Advisory Committee: Mayor's Advisory Committee for Minority, Female, and Disadvantaged Business Enterprise. 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 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 INSTRUCTIONS TO BIDDERS CONTRACT NO.951 IB-5 of 10 AECOM#605493334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I * MBE/WBE quotes obtained and non-MBE/WBE quotes used —' * Reasons agreements were not reached * Follow-up after initial solicitations * Efforts to assist in obtaining equipment, supplies and materials (at competitive prices), — 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 A. The City Contract Compliance Officer has the responsibility to assure the City's — compliance with Federal, State and Municipal regulations. B. The City Contract Compliance Officer is responsible for maintaining a current directory of certified firms. Certification of MBE/WBE/DBE contractors is through the Iowa Department of Transportation and its Unified Certification Program. Only firms certified based on guidelines prescribed in 49 CFR Part 26 and provisions of this agreement, shall be recognized as certified by the City of Waterloo. C. The City Contract Compliance Officer is responsible for making available a list of future project information notices to MBE/WBE firms. D. The City Contract Compliance Officer shall send notices to appropriate MBE/WBE firms in the directory of each bid solicitation with opening date. 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. ll. 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. 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. INSTRUCTIONS TO BIDDERS CONTRACT NO.951 IB-6 of 10 AECOM#605493334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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: 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. lII. MBE/WBE Firms F. 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. G. 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. INSTRUCTIONS TO BIDDERS CONTRACT NO.951 IB-7 of 10 AECOM#605493334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 subcontract work, or applying for employment by the contractor on this project. Opportunities for training and for employment arising in connection with this project, shall to the greatest extent feasible be made available to lower income persons residing in the project area. The contract area is the City of Waterloo. The City of Waterloo will require the contractor to document his efforts in securing lower income — workers living in the project area and in purchasing supplies from, and awarding subcontracts to, businesses owned by persons 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 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 any time of opening bids, but the right is reserved to postpone such action for a reasonable time, not exceeding thirty (30) days. b. The City Council may,when in its interest, reject any or all bids or waive any informality in bids received. — c. The bidder shall submit bids on all the items listed in the proposal and shall state the unit bid price in words in the blank spaces provided beneath the item description. Should _ there be any discrepancy between the unit bid price in words and listed numeral unit bid price, the City of 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 INSTRUCTIONS TO BIDDERS CONTRACT NO.951 IB-8 of 10 AECOM#605493334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I limited to any preference to bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state or foreign country. The preference allowed shall be equal to the preference given or required by the state or foreign country in which the nonresident bidder is a resident. In the instance of a resident labor force preference, a nonresident bidder shall apply the same resident -- labor force preference to a public improvement in this state as would be required in the construction of a public improvement by the state or foreign country in which the nonresident bidder is a resident. 14. EXECUTION OF AGREEMENT, BONDS,AND CERTIFICATE OF INSURANCE a. Subsequent to the award and within ten (10) days after the prescribed forms are presented for signature, the successful bidder shall execute and deliver to the City of Waterloo, Iowa, an agreement in the form included in the contract documents in such number of copies as the City of Waterloo, Iowa, may require. b. Having satisfied all conditions of award as set forth elsewhere in these documents, the successful bidder shall, within the period specified in paragraph "a" above, furnish a surety bond and a payment bond in a penal sum not less than the amount of the contract _ as awarded, as security for the faithful performance of the contract and terms and conditions therein contained and shall guarantee the prompt payment of all persons, firms, or corporations to whom the contractor may become legally indebted for labor, materials, tools, equipment, or services of any nature including 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," Pages 14 to 15 of 19 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 and 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. INSTRUCTIONS TO BIDDERS CONTRACT NO.951 IB-9 of 10 AECOM#605493334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 15. BIDDER STATUS 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 Bidder Status Form in the form herein provided. Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. *** END OF SECTION *** INSTRUCTIONS TO BIDDERS CONTRACT NO.951 IB-10 of 10 AECOM#605493334 FY 2021 SANITARY SEWER GATEWELL _ REPAIRS-PHASE I Page 1 SRF Required Front-End Specifications SHE Attachment 1: Certification of Non-Segregated Facilities Form (to be completed and signed by Prime Contractor and STATE submitted with the bid) REVOLVING FUND Attachment 2: Statement in Advertisement for Bids on Debarment and Suspension/Certification Regarding Debarment and Suspension Form (to be completed and signed by Prime Contractor and submitted with the bid) Attachment 3: Disadvantaged Business Enterprise Certification Form (to be completed and signed by Prime Contractor and submitted with the bid) Attachment 4: DBE Program Subcontractor Performance Form (to be completed and signed by Prime and DBE Subcontractor for each subcontract and submitted with the bid) Attachment 5: DBE Program Subcontractor Utilization Form (to be completed and signed by Prime Contractor and submitted with the bid) Attachment 6: DBE Program Subcontractor Participation Form (for voluntary use of DBEs) Attachment 7: Other Federal Requirements Language A. Standard Equal Employment Opportunity Specifications B. Federal Labor Standards Provisions (including Davis-Bacon prevailing wage rates) C. Preservation of Open Competition and Government Neutrality D. Historical and Archeological Finds E. Prohibitions on Procurement from Violating Facilities Attachment 8: Right of Entry and Records Retention Attachment 9: Use of American Iron and Steel Please note: The Davis Bacon wage determination received from the Iowa Finance Authority must also be included in the front-end specifications. INVESTING IN IOWA`S WATER May 2015 Page 2 Attachment 1 SRF Required Front-End Specifications (This form must be completed and signed by Prime Contractor and submitted with the bid.) U.S. Environmental Protection Agency Certification of Non-Segregated Facilities STATE REVOLVING FUND (Applicable to contracts, subcontracts, and agreements with applicants who are themselves performing Federally assisted construction contracts, exceeding$10,000 which are not exempt ^ from the provisions of the Equal Opportunity clause.) By the submission of this bid, the bidder, offeror, applicant, or subcontractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. He certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The bidder, offeror, applicant, or subcontractor agrees that a breach of this certification is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national original, because of habit, local custom, or otherwise. He further agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause; that he will retain such certifications in his files; and that he will forward the following notice to such proposed subcontractors (except where the proposed subcontractors have submitted identical certifications for specific time periods): NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT FOR CERTIFICATIONS OF NON-SEGREGATED FACILITIES A Certification of Non-segregated Facilities, as required by the May 9, 1967, order (33 F.R. 7808, May 28, 1968) on Elimination of Segregated Facilities, by the Secretary of Labor, must be submitted prior to the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity clause. The certification may be submitted either for each subcontract or for all subcontracts during a period (i.e., quarterly, semiannually, or annually). Signature Date Name and Title of Signer (Please Type) NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. EPA-7 5720-4.2 INVESTING IN IOWA'S WATER www,€ s�- .s May 2015 Page 3 Attachment 2 SRF Required Front-End Specifications (This form must be completed and signed by the Prime Contractor an submitted with the bid.) Debarments and Suspensions STATE Any bidder or equipment supplier whose firm or affiliate is listed in on the U.S. GenerallESVO ego Administration Excluded Parties List System web site at http://www.epls.gov/will be prohibited from the bidding process. Anyone submitting a bid who is listed on this web site will be determined to be a non-responsive bidder in accordance with 40 CFR Part 31. United States Environmental Protection Agency Washington, DC 20460 Certification Regarding Debarment, Suspension, and Other Responsibility Matters The prospective participant certifies to the best of its knowledge and belief that it and the principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal departmerr or agency; (b) Have not within a three year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission o f fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction: violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Are not presently indicted for otherwise criminally or civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1) (b) of this certification; and (d) Have not within a three-year period preceding this application/proposal had cne or more public transaction s (Federal, State, or local) terminated or cause or default. I understand that a false statement on this certification may be ground for rejection of this proposal or termination of the award. In addition, under 18 U SC Sec. 10 01, a false statement ma y result in a fine of up to $10,000 or imprisonment for up to 5 years, or both. Typed Name & Title of Authorized Representative Signature of Authorized Representative Date ❑ I am unable to certify to the above statements. My explanation is attached. EPA Form 5700-49 (11-88) INVESTING IN IOWA`S WATER May 2015 Page 4 Attachment 3 SRF Required Front-End Specifications (This form must be completed and signed by Prime Contractor and submitted with the bid.) STATE - Disadvantaged Business Enterprise(DBE) Solicitation REVOLVING FUND It is EPA's policy that recipients of EPA financial assistance through the State Revolving Fund _ programs award a "fair share" of subagreements to small, minority and women-owned businesses, collectively know as Disadvantaged Business Enterprises (DBEs). Iowa's Fair Share goals are: Minority-Owned Business Women-Owned Business Enterprise (MBE) Goal Enterprise (WBE) Goal Construction 1.7% 2.2% — Supplies 0.6% 5.6% Services 2.5% 11.3% Goods/Equipment 2.5% 10.4% — Average 1.8% 7.4% Only work performed by certified DBEs can be counted toward the goals. In Iowa, DBEs must be certified through the Iowa Department of Transportation (IDOT). Information on certification — requirements and a list of certified DBEs is on the IDOT website at http://www.iowadot.gov/contracts/contracts eeoaa.htm. Prime contractors' DBE requirements for SRF projects include: • Taking affirmative steps for DBE participation — • Documenting the efforts and the proposed utilization of certified DBEs PROJECT INFORMATION — SRF Applicant: Bidder: Address: Contact Person: Signature: — Phone Number: E-Mail Address: Check if Prime Contractor is: ❑ Minority-Owned ❑ Women-Owned INVESTING IN IOWA`S WATER May 2015 — Page 5 GOOD FAITH EFFORTS CHECKLIST Please complete the checklist to determine if you have complied with the requirement good faith efforts to ensure that certified DBEs have the opportunity to compete for procurements funded by EPA financial assistance funds. Bidders/offerers must make efforts prior to submission of bids/proposals. 1. Did you ensure that DBEs are made aware of contracting opportunities to the fullesiTE practicable through outreach and recruitment activities? ❑ Yes ❑ No REVOLVING FUND 2. Did you make information on forthcoming opportunities available to DBEs and arrange time frames for contracts and establish delivery schedules, where the requirements permit, in a way that encourages and facilitates participation by DBEs in the competitive process? This includes, whenever possible, posting solicitation for bids or proposals for a minimum of 30 calendar days before the bid or proposal closing date. ❑ Yes ❑ No 3. Did you consider in the contracting process whether firms competing for large contracts could subcontract with DBEs? This will include dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by DBEs in the competitive process. ❑ Yes ❑ No 4. Did you encourage contracting with a consortium of DBEs when a contract is too large for one of these firms to handle individually? ❑ Yes ❑ No 5. Did you use the services of the Small Business Administration and the Minority Business Development Agency of the Department of Commerce to identify potential subcontractors? ❑ Yes ❑ No 6. List the potential DBE subcontractors that were contacted. Only list those that are certified through the Iowa Department of Transportation. Name How Contacted Response (e.g. did not respond, (e.g. letter, phone not interested, not competitive) call, fax, e-mail) PROPOSED UTILIZATION OF DBE SUBCONTRACTORS Please include Attachments 4 and 5 to document the proposed utilization of certified DBE subcontractors. INVESTING IN IOWA'S WATER May 2015 Page 6 CONTRACT ADMINISTRATION PROVISIONS Several contract provisions are required to prevent unfair practices that adversely affe These include: 1. Prime Contractor must pay its Subcontractor for satisfactory performance no mor days from the Prime Contractor's receipt of payment from the SRF loan recipient. STATE 2. Prime Contractor must notify the SRF loan recipient in writing prior to termination Of+1t®BEUND subcontractor for convenience. 3. Prime Contractor must employ the six Good Faith Efforts to solicit a replacement subcontractor if a DBE subcontractor fails to complete work under a subcontract for any reason. INVESTING IN IOWA'S WATER May 2015 Page 7 Attachment 4 SRF Required Front-End Specifications (This form must be completed and signed by Prime and DBE Su fi for each subcontract and submitted with the bid.) • 3 trol No: 2090-0030 .proved 8/13/2013 _ cc • TT:II Expires 8/31/2015 United States Environmental Protection Agency Disadvantaged BusSeIPEhEerprise Program DBE Subcon 2�N1Yt' ormance Form This form is intended to capture the DBE' subcontractor's2 description of work to be performed and the price of the work submitted to the prime contractor. An EPA Financial Assistance Agreement recipient must require its prime contractor to have its DBE subcontractors complete this form and include all completed forms in the prime contractor's bid or proposal package. Subcontractor Name Project Name Bid/Proposal No. Assistance Agreement ID No. Point of Contact (if known) Address Telephone No. Email Address Prime Contractor Name Issuing/Funding Entity Contract Item Description of Work Submitted to the Prime Contractor Involving Price of Work Submitted to Number Construction, Services, Equipment or Supplies the Prime Contractor DBE Certified by DOT SBA Meets/exceeds EPA certification standards? Other: YES NO Unknown 'A DBE is a Disadvantaged, Minority, or Woman Business Enterprise that has been certified by an entity from which EPA accepts certification as described in 40 CFR 33.204-33.205 or certified by EPA. EPA accepts certifications from entities that meet or exceed EPA certification standards as described in 40 CFR 33.202. 2Subcontractor is defined as a company,firm,joint venture, or individual who enters into an agreement with a contractor to provide services pursuant to an EPA award of financial assistance. EPA Form 6100-3 (DBE Subcontractor Performance Form)—Page 1 INVESTING IN IOWA'S WATER May 2015 Page 8 °•; `_ No: 2090-0030 — .proved 8/13/2013 := -gal Expires 8/31/2015 United States Environmental Protection Agency Disadvantaged Bus prise Program DBE Subcon rformance Form STATE I certify under penalty of perjury that the forgoing statements are true and correct. Signing thisfkiffekleMlitiot signify a commitment to utilize the subcontractors above. I am aware of that in the event of a replacement of a subcontractor, I will adhere to the replacement requirements set forth in 40 CFR Part 33 Section 33.302 (c). Prime Contractor Signature Print Name Title Date Subcontractor Signature Print Name Title Date The public reporting and recordkeeping burden for this collection of information is estimated to average three (3) hours per response. Send comments on the Agency's need for this information, the accuracy of the provided burden estimates, — and any suggested methods for minimizing respondent burden, including through the use of automated collection techniques to the Director, Collection Strategies Division, U.S. Environmental Protection Agency(2822T), 1200 Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send the completed form to this address. — EPA Form 6100-3 (DBE Subcontractor Performance Form)—Page 2 INVESTING IN IOWA'S WATER May 2015 — Page 9 Attachment 5 SRF Required Front-End Specifications (This form must be completed and signed by Prime Contractor and sub e bid if utilizing DBE subcontractors.) 3 trol No: 2090-0030 .proved 8/13/2013 ��++ 11• :II Expires 8/31/2015 United States Environmental Protection Agency Disadvantaged BusSeItEhTerprise Program DBE SubclataiMatilization Form This form is intended to capture the prime contractor's actual and/or intended use of identified certified DBE' subcontractors2 and the estimated dollar amount of each subcontract. An EPA Financial Assistance Agreement Recipient must require its prime contractors to complete this form and include it in the bid or proposal package. Prime contractors should also maintain a copy of this form on file. Prime Contractor Name Project Name Bid/Proposal No. Assistance Agreement ID No. Point of Contact (if known) Address Telephone No. Email Address Issuing/Funding Entity I have identified potential DBE certified subcontractors YES NO -- If yes, please complete the table below. If no, please explain: Subcontractor Company Address/Phone/Email Estimated Dollar Currently DBE Name/Company Amount Certified? Name Continue on back if needed — 'A DBE is a Disadvantaged, Minority, or Woman Business Enterprise that has been certified by an entity from which EPA accepts certification as described in 40 CFR 33.204-33.205 or certified by EPA. EPA accepts certifications from entities that meet or exceed EPA certification standards as described in 40 CFR 33.202. — 2Subcontractor is defined as a company,firm,joint venture, or individual who enters into an agreement with a contractor to provide services pursuant to an EPA award of financial assistance. - EPA Form 6100-4(DBE Subcontractor Utilization Form)—Page 1 INVESTING IN IOWA'S WATER May 2015 Page 10 • tr• No: 2090-0030 AP, roved 8/13/2013 •'a xpires 8/31/2015 United States Environmental Protection Agency Disadvantaged Bu prise Program DBE Subc t tilization Form I certify under penalty of perjury that the forgoing statements are true and correct. Signing thisSrr ME-riot signify a !. commitment to utilize the subcontractors above. I am aware of that in the event of a replacemestanfaguttcontractor, I will adhere to the replacement requirements set forth in 40 CFR Part 33 Section 33.302 (c). Prime Contractor Signature Print Name Title Date The public reporting and recordkeeping burden for this collection of information is estimated to average three (3) hours per response. Send comments on the Agency's need for this information, the accuracy of the provided burden estimates, and any suggested methods for minimizing respondent burden, including through the use of automated collection — techniques to the Director, Collection Strategies Division, U.S. Environmental Protection Agency (2822T), 1200 Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send the completed form to this address. EPA Form 6100-4(DBE Subcontractor Utilization Form) —Page 2 ,- INVESTING IN IOWA'S WATER May 2015 Page 11 Attachment 6 SRF Required Front-End Specifications (This form is not required for bidding. It is for the voluntary use of DBE • ors.) I No: 2090-0030 pproved 8/13/2013 xpires 8/31/2015 United States Environmental Protection Agency Disadvantaged Bus prise Program DBE Subcon icipation Form REVOLVING FUND An EPA Financial Assistance Agreement Recipient must require its prime contractors to provide this form to its DBE subcontractors. This form gives a DBE1 subcontractor2 the opportunity to describe work received and/or report any concerns regarding the EPA-funded project(e.g. in areas such as termination by prime contractor, late payments, etc.). — The DBE subcontractor can, as an option, complete and submit this form to the EPA DBE Coordinator at any time during the project period of performance. Subcontractor Name Project Name Bid/Proposal No. Assistance Agreement ID No. Point of Contact (if known) Address Telephone No. Email Address Prime Contractor Name Issuing/Funding Entity Contract Item Description of Work Received from the Prime Contractor Involving Amount Received by Number Construction, Services, Equipment or Supplies Prime Contractor - 'A DBE is a Disadvantaged, Minority,or Woman Business Enterprise that has been certified by an entity from which EPA accepts certification as described in 40 CFR 33.204-33.205 or certified by EPA. EPA accepts certifications from entities that meet or exceed EPA certification standards as described in 40 CFR 33.202. - 2Subcontractor is defined as a company,firm,joint venture, or individual who enters into an agreement with a contractor to provide services pursuant to an EPA award of financial assistance. — EPA Form 6100-2 (DBE Subcontractor Participation Form)—Page 1 INVESTING IN IOWA'S WATER May 2015 Page 12 • No: 2090-0030 roved 8/13/2013/10 xpires 8/31/2015 United States Environmental Protection Agency Disadvantaged Bu prise Program DBE Subcon icipation Form Please use the space below to report any concerns regarding the above EPA-funded project: STATE — REVOLVING FUND Subcontractor Signature Print Name Title Date — EPA FORM 6100-2 (DBE Subcontractor Participation Form) Return to: Regional Coordinator, Small Business Utilization, U.S. Environmental Protection Agency, Region 7, 11201 Renner Blvd., Lenexa, KS 66219 — The public reporting and recordkeeping burden for this collection of information is estimated to average three (3) hours per response. Send comments on the Agency's need for this information, the accuracy of the provided burden estimates, and any suggested methods for minimizing respondent burden, including through the use of automated collection techniques to the Director, Collection Strategies Division, U.S. Environmental Protection Agency (2822T), 1200 Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send the completed form to this address. EPA Form 6100-2(DBE Subcontractor Participation Form)—Page iyVESTING IN IOWA'S WATER May 2015 Page 13 Attachment 7 — SRF Required Front-End Specifications Other Federal Requirements Language SRF A. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) STATE REVOLVING FUND 1. As used in these specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d. "Minority" includes: (i) Black (all persons having origin in any of the Black African racial groups not of Hispanic origin); — (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Sub-continent, or the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any Subcontractor at any tier subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 6-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade — in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employee in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a INVESTING IN IOWA'S WATER May 2015 Page 14 Federal or federally assisted construction contract shall apply the minority and femal= established for the geographical area where the work in being performed. Goals are p •ice,,. periodically in the Federal Register in notice form, and such notices may be obtained f Office of Federal Contract Compliance Programs office or from Federal procurement • T • officers. The Contractor is expected to make substantially uniform progress in meetin• i • in each craft during the period specified. STATE 5. Neither the provisions of any collective bargaining agreement, nor the failure bir:I�IfMifrvo with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following:a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor employees are assigned to work. The Contractor, where possible will assign two or more women to each �. construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities.b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefore, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's effort, to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The INVESTING IN IOWA'S WATER May 2015 Page 15 Contractor shall provide notice of these programs to the source complied und, above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to and training programs and requesting their cooperation in assisting the Contra, N meeting its EEO obligations; by including it in any policy manual and collective 111 bargaining agreement; by publicizing it in the company newspaper, annual rep... Jr • by specific review of the policy with all management personnel and with all minSi1, E female employees at least once a year; and by posting the company EEO policfiriiNG FUND bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and test to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacat on employment to minority and female youth both on the site and in other areas of a Contractor's workforce. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. 1. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. INVESTING IN IOWA'S WATER ,A.i0 asr(.corn May 2015 Page 16 8. Contractors are encouraged to participate in voluntary associations which as fulfilling one or more of their affirmative action obligations (7a through p). The efforts o - contractor association,joint contractor-union, contractor-community, or other similar g which the contractor is a member and participant, may be asserted as fulfilling any on. • 74 of its obligations under 7a through p of these Specifications provided that the contract- i : , participates in the group, makes every effort to assure that the group has a positive i . the employment of minorities and women in the industry, ensures that the concrete be&1Jf eTE — the program are reflected in the Contractor's minority and female workforce participatidi<v,OrtlM a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. _ The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a - particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetable or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive _ Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps at least as extensive as those standards prescribed in paragraph 7 of these specifications so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. _ 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. INVESTING IN IOWA'S WATER May 2015 Page 17 15. Nothing herein provided shall be construed as a limitation upon the applicatioa laws which establish different standards of compliance or upon the application of requ' for the hiring of local or other area residents (e.g., those under the Public Works Empl•7'' Act of 1977 and the Community Development Block Grant Program). Federal Register, Vol. 43, No. 68 - Friday, April 7, 1978 (Corrected May 5, 1978). STATE Effective Date: May 8, 1978 REVOLVING FUND Federal Register, Vol. 45, No. 194. Paragraph 4, revised October 3, 1980 Effective Date: September 30, 1980 APPENDICES A and B-80 Notice of Requirement for Affirmative Action To Ensure Equal Employment Opportunity (Executive Order 11246) 1. The Offeror's or Bidder's attention is called to the"Equal Opportunity Clause and the "Standard Federal Equal Employment Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construct on work in the covered area, are as follows: (See Appendix B-80 and Appendix A Below) These goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the contractor also is subject to the goals for both its federally involved and non- federally involved construction. The Contractor's compliance with the Executive Order and in the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of$10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor, employer Identification number of the subcontractor, estimated dollar amount of the subcontract, and the geographical area in which the subcontract is to be performed. INVESTING IN IOWA'S WATER May 2015 Page 18 4. As used in this Notice, and in the contract resulting from this solicitation, the "c• • area" is (State of Iowa). SRF APPENDIX A STATE The following goals and timetables for female utilization shall be included in all FederaR'd4INU FUND federally assisted construction contracts and subcontracts in excess of$10,000. The goals are applicable to the contractor's aggregate on-site construction workforce whether or not part of that workforce is performing work on a Federal or federally assisted construction contract or subcontract. Area covered: Goals for Women apply nationwide. Timetable Goals (percent) From Apr. 1, 1978 until March 31, 1979 3.1 From Apr. 1, 1979 until March 31, 1980 5.0 From Apr. 1, 1980 until March 31, 1981 6.9 Published, Federal Register May 5, 1978 APPENDIX B-80 Until further notice, the following goals for minority utilization in each construction craft and trade _.. shall be included in all Federal or federally assisted construction contracts and subcontracts in excess of$10,000 to be performed in the respective geographical areas. The goals are applicable to each nonexempt contractor's total onsite construction workforce, regardless of whether or not part of that workforce is performing work in a Federal, federally assisted or nonfederally related project, contract or subcontract. Construction contractors which are participating in an approved Hometown Plan (see 41 CFR 60-4.5) are required to comply with the goals of the Hometown Plan with regard to construction work they perform in the area covered by the Hometown Plan. With regard to all their other covered construction work, such contractors are required to comply with the applicable SMSA of EA goal contained in this appendix B-80. INVESTING IN IOWA'S WATER 'Nww ' May 2015 Page 19 Economic Areas State: Iowa Goal % 096 Dubuque IA: SRF SMSA Counties: 2200 Dubuque, IA 0.6 STATE IA Dubuque REVOLVING FUND Non-SMSA Counties 0.5 IA Allamakee, IA Clayton, IA Delaware, IA, Jackson IA, Winneshiek 099 Davenport Rock Island Moline, IA-IL: SMSA Counties: 1960 Davenport Rock Island Moline, IA-IL 4.6 IL Henry, IL Rock Island Moline, IA Scott Non-SMA Counties 3.4 IL Carroll, IL Hancock, IL Henderson, IL ,Mercer, IL Whiteside, IA Clinton, IA Des Moines, IA Henry, IA Lee, IA Louisa, IA, Muscatine, MO Clark 100 Cedar Rapids, IA: SMSA Counties: 1360 Cedar Rapids, IA 1.7 IA Linn Non-SMSA Counties 1.5 IA Benton, IA Cedar, IA Iowa, IA Johnson, IA, Jones, IA, Washington 101 Waterloo, IA: SMSA Counties: 8920 Waterloo-Cedar Falls, IA 4.7 IA Black Hawk Non-SMSA Counties 2.0 IA Bremer, IA Buchanan, IA Butler, IA Cerro Gordo, IA Chickasaw, IA Fayette, IA Floyd, IA Franklin, IA Grundy, IA Hancock, IA Hardin, IA Howard, IA Mitchell, IA Winnebago, IA Worth 102 Fort Dodge, IA: Non-SMSA Counties 0.4 IA Buena Vista, IA Calhoun, IA Carroll, IA Clay, IA Dickinson, IA Emmet, IA Greene, IA Hamilton, IA Humboldt, IA Kossuth, IA Palo Alto, IA Pocahontas, IA Sac, IA Webster, IA — Wright 103 Sioux City, IA: SMSA Counties: 7720 Sioux City, IA-NE 1.9 IA Woodbury, NE Dakota INVESTING IN IOWA'S WATER May 2015 Page 20 Non-SMSA Counties 1 2 IA Cherokee, IA Crawford, IA Ida, IA Monona, IA O'Brien, IA Plymouth, IA Siou Antelope, NE Cedar, NE Cuming, NE Dixon, NE Knox, NE Madison, NE Pierc= Stanton, NE Thurston, NE Wayne, SD Bon Homme, SD Clay, SD Union, SD i i 104 Des Moines, IA: SMSA Counties: STATE 2120 Des Moines, IA 4.5 REVOLVING FUND IA Polk, IA Warren Non SMSA Counties: 2.4 IA Adair, IA Appanoose, IA Boone, IA Clarke, IA Dallas, IA Davis, IA Decatur, IA Guthrie, IA Jasper, IA Jefferson, IA Keokuk, IA Lucas, IA Madison, IA Mahaska, IA Marion, IA Marshall, IA Monroe, IA Poweshiek, IA Ringgold, IA Story, IA Tama, IA Union, IA Van Buren, IA Wapello, IA Wayne 143 Omaha, NE: SMSA Counties: 5920 Omaha, NE-IA 7.6 IA Pottawattamie, NE Douglas, NE Sarpy Non-SMSA Counties 5.3 IA Adams, IA Audubon, IA Cass, IA Fremont, IA Harrison, IA Mills, IA Montgomery, IA Page, IA Shelby, IA Taylor, NE Burt, NE Cass, NE Colfax, NE Dodge, NE Platte, NE Saunders, NE Washington Published, Federal Register October 3, 1980 B. Federal Labor Standards Provisions (including Davis-Bacon prevailing wage rates) Applicability The Project or Program to which the construction work covered by this contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance. (1) Minimum wages. (i) All laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics.Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (a)(1)(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, INVESTING IN IOWA'S WATER May 2015 Page 21 except as provided in Sec. 5.5(a)(4). Laborers or mechanics performing work in more classification may be compensated at the rate specified for each classification for the t •� actually worked therein: Provided, That the employer's payroll records accurately set f' time spent in each classification in which work is performed. The wage determination any additionaiclassification and wage rates conformed under paragraph (a)(1)(ii) of thi - ► and the Davis-Bacon poster (WH-1321) shall be posted at all times by the contractor subcontractors at at the site of the work in a prominent and accessible place where it car9 AITIE seen by the workers. REVOLVING FUND (ii)(A) The contracting officer shall require that any class of laborers or mechanics including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (B) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs (a)(1)(ii) (B) or (C) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. INVESTING IN IOWA`S WATER May 2015 Page 22 (2) Withholding. The EPA shall upon its own action or upon written request of an aCm)representative of the Department of Labor withhold or cause to be withheld from the c under this contract or any other Federal contract with the same prime contractor, or a • federally-assisted contract subject to Davis-Bacon prevailing wage requirements, whi i I by the same prime contractor, so much of the accrued payments or advances as may considered necessary to pay laborers and mechanics, including apprentices, trainees, helpers, employed by the contractor or any subcontractor the full amount of wages recSFFATE _ the contract. In the event of failure to pay any laborer or mechanic, including any apprlew FUND trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the EPA may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. (3) Payrolls and basic records. (i) Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (ii)(A) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the (write in name of appropriate federal agency) if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant, sponsor, or owner, as the case may be, for transmission to the (write in name of agency). The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the (write in name of appropriate federal agency) if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit them to the applicant, sponsor, or owner, as the case may be, for transmission to the (write in name of agency), the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its INVESTING IN IOWA'S WATER May 2015 Page 23 own records, without weekly submission to the sponsoring government agency (or th,' sponsor, or owner). (B) Each payroll submitted shall be accompanied by a "Statement of Compliance " the contractor or subcontractor or his or her agent who pays or supervises the payme o• persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be pr...a. under Sec. 5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is ES1FATE maintained under Sec. 5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such inforli5411 FUND correct and complete; (2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph (a)(3)(ii)(B) of this section. (D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records required under paragraph (a)(3)(i) of this section available for inspection, copying, or transcription by authorized representatives of the EPA or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. (4) Apprentices and trainees--(i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's INVESTING IN IOWA'S WATER May 2015 Page 24 hourly rate) specified in the contractor's or subcontractor's registered program shall b observed. Every apprentice must be paid at not less than the rate specified in the regi -a 7 • program for the apprentice's level of progress, expressed as a percentage of the jour - hourly rate specified in the applicable wage determination. Apprentices shall be paid f r — benefits in accordance with the provisions of the apprenticeship program. If the appre. 1,: . 4 program does not specify fringe benefits, apprentices must be paid the full amount of • i benefits listed on the wage determination for the applicable classification. If the AdminS? ATE - determines that a different practice prevails for the applicable apprentice classificationFlatigttuND shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, _ expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of - the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rateon the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job _ site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. (5) Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. (6) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the (write in the name of the Federal agency) may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. (7) Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. INVESTING IN IOWA'S WATER w°w 1N.f 0 e May 2015 Page 25 (I? (8) Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, a � . herein incorporated by reference in this contract. (9) Disputes concerning labor standards. Disputes arising out of the labor standard provisions of this contract shall not be subject to the general disputes clause of this c Such disputes shall be resolved in accordance with the procedures of the Department set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause includSdrATE between the contractor (or any of its subcontractors) and the contracting agency, the 1I.$I.VING FUND Department of Labor, or the employees or their representatives. (10) Certification of eligibility. (i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5 12(a)(1). (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. (b) Contract Work Hours and Safety Standards Act. The Agency Head shall cause or require the contracting officer to insert the following clauses set forth in paragraphs (b)(1), (2), (3), and (4) of this section in full in any contract in an amount in excess of$100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by Sec. 5.5(a) or 4.6 of part 4 of this title. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. (2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (b)(1) of this section the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (b)(1) of this section, in the sum of$10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (b)(1) of this section. (3) Withholding for unpaid wages and liquidated damages. The loan recipient shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b)(2) of this section. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (b)(1) through (4) of this section and also a clause requiring the INVESTING IN IOWA'S WATER May 2015 Page 26 subcontractors to include these clauses in any lower tier subcontracts. The prime co 2, shall be responsible for compliance by any subcontractor or lower tier subcontractor w clauses set forth in paragraphs (b)(1) through (4) of this section. (c) In addition to the clauses contained in paragraph (b), in any contract subject onl o P Contract Work Hours and Safety Standards Act and not to any of the other statutes ci -• L . 5.1, the Agency Head shall cause or require the contracting officer to insert a clause ra..0 •i:,. that the contractor or subcontractor shall maintain payrolls and basic payroll records d8iTAPE — course of the work and shall preserve them for a period of three years from the compIttidirintleuND the contract for all laborers and mechanics, including guards and watchmen, working on the contract. Such records shall contain the name and address of each such employee, social security number, correct classifications, hourly rates of wages paid, daily and weekly number of hours worked, deductions made, and actual wages paid. Further, the Agency Head shall cause or require the contracting officer to insert in any such contract a clause providing that therecords to be maintained under this paragraph shall be made available by the contractor or subcontractor for inspection, copying, or transcription by authorized representatives of the EPA and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview employees during working hours on the job. C. Preservation of Open Competition and Government Neutrality Towards Government Contractors' Labor Relations on Federal and Federally Funded Construction Projects (Executive Order 13202, as amended by Executive Order 13208) Executive Order 13202, signed February 17, 2001 and amended April 4, 2001, requires all executive agencies that issue grants to ensure Government neutrality toward contractors' labor relations. This applies to recipients of SRF assistance. The Executive Order prohibits discrimination against contractors and their employees in construction contracts based upon labor affiliation or lack thereof. SRF assistance recipients and any construction managers acting on their behalf must ensure that bidding specifications, project agreements, and other controlling documents do not require, prohibit, or otherwise discriminate, with respect to labor affiliation or lack thereof. D. Historical and Archeological Finds If, during the course of construction, evidence of deposits of historical or archeological interest is found, the contractor shall cease operations affecting the find. The owner shall then notify the State Revolving Fund Environmental Review Specialist, who shall in turn notify the State Historic Preservation Office. The SRF shall consult with the SHPO and other interested parties to determine the proper course of action regarding the discovery. No further disturbance of the deposits shall ensue until the SRF Environmental Review Specialist determines that the project activities in that area may proceed. Compensation to the contractor, if any, for lost time or changes in construction to avoid the find, shall be determined in accordance with changed conditions or change order provisions of the specifications. Authority for this derives from the National Historic Preservation Act (16 U.S.C. §§ 470 et seq.) and 36 CFR Part 800. If human remains are discovered then state law also applies IC 263B. INVESTING IN IOWA'S WATER May 2015 Page 27 E. Prohibitions on Procurement from Violating Facilities (Section 306, Clean Section 508, Clean Water Act; Executive Order 11738) Both the Clean Water Act and the Clean Air Act prohibit federal agencies from extend',• assistance by way of loans or contracts to persons who have been convicted of violati•••.. either law. Executive Order 11738 was issued to coordinate enforcement by the U.S. STATE Environmental Protection Agency, which shall designate facilities which have given ristFlavaiG FUND conviction for an offense under the criminal provisions of the Clean Air Act and the Clean Water Act. The Executive Order also prohibits agencies from extending assistance to facilities that are not in compliance with either Act. SRF assistance recipients may not procure goods, services, or materials from suppl,ers listed by the EPA as violators. The Excluded Parties Listing System is located at http://epls.arnet.qov. Attachment 8 SRF Required Front-End Specifications Right of Entry and Records Retention The recipient shall provide access at all times for the Department of Natural Resources, the Iowa Finance Authority, the state auditor, and the U.S. EPA Office of the Inspector General to all project records and documents for inspection and audit purposes for a period of three years after the date of last loan payment. The same access to the project site(s) shall be provided for inspection purposes. 92.8 (2).6.e. State inspections. Personnel of the department shall have the right to examine all construction aspects of the project, including materials and equipment delivered and stored on site for use on the project. INVESTING IN IOWA'S WATER .iowasrf corn May 2015 Page 28 Attachment 9 SRF Required Front-End Specifications (2) "American Iron and Steel" Requirements 1 H.R. 3547, the "Consolidated Appropriations Act, 2014," enacted January 17, 2014 by -• Congress, includes "American Iron and Steel" provisions that require Clean Water anc&TAT — Water State Revolving Fund assistance recipients of these funds to use iron and steellifttlticidtio in the United States. H.R. 3547 includes the following language in Division G, Title IV, under the heading, "Use of American Iron and Steel": Sec. 436. (a)(1) None of the funds made available by a State water pollution control revolving fund as authorized by title VI of the Federal Water Pollution Control Act (33 U.S.C. 1381 et seq.) or made available by a drinking water treatment revolving loan fund as authorized by section 1452 of the Safe Drinking Water Act (42 U.S.C. 300j-12) shall be used for a project for the construction, alteration, maintenance, or repair of a public water system or treatment works unless all of the iron and steel products used in the project are produced in the United States. (2) In this section, the term "iron and steel products" means the following products made primarily of iron and steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural — steel, reinforced precast concrete, and construction materials. (b) Subsection (a) shall not apply in any case or category of cases in which the Administrator of the Environmental Protection Agency (in this section referred to as the "Administrator") find that— (1) applying subsection (a) would be inconsistent with the public interest; (2) iron and steel products are not produced in the United States in sufficient and reasonably available quantities and of a satisfactory quantity; or (3) inclusion of iron and steel products produced in the United States will increase the cost of the overall project by more than 25 percent. (c) If the Administrator receives a request for a waiver under this section, the Administrator shall make available to the public on an informal basis a copy of the request and information available to the Administrator concerning the request, and shall allow for informal public input on the request for at least 15 days prior to making a finding based on the request. The Administrator shall make the request and accompanying information available by electronic means, including on the official public Internet Web site of the Environmental Protection Agency. The final guidance and any published waivers are found at: — http://water.epa.gov/grants funding/aisrequirement.cfm. In particular the contractor should pay attention to the guidance for documentation of compliance. There is also a waiver for incidental items; in order to qualify for this waiver the total materials and costs for the project must be tracked and incidental items identified. INVESTING IN IOWA`S WATER May 2015 Page 29 — Sample "American Iron and Steel"Contract Language In order to fulfill the requirements, the assistance recipient must in good faith design t and solicit bids for construction with U.S.-made iron and steel. The following informati included in any contracts resulting from this request for bids: The Contractor acknowledges to and for the benefit of the City of STATE — ("Purchaser") and the State of Iowa (the "State")that it understands the goods and serviMME this Agreement are being funded with monies made available by the Clean Water State Revolving Fund and/or Drinking Water State Revolving Fund and such law contains provisions — commonly known as "American Iron and Steel;"that requires all of the iron and steel products used in the project to be produced in the United States ("American Iron and Steel Requirement") including iron and steel products provided by the Contactor pursuant to this Agreement. — The Contractor hereby represents and warrants to and for the benefit of the Purchaser and the State that (a)the Contractor has reviewed and understands the American Iron and Steel _ Requirement, (b) all of the iron and steel products used in the project will be and/or have been produced in the United States in a manner that complies with the American Iron and Steel Requirement, unless a waiver of the requirement is approved, and(c)the Contractor will provide any further verified information, certification or assurance of compliance with this paragraph, or information necessary to support a waiver of the American Iron and Steel Requirement, as may be requested by the Purchaser or the State. — Notwithstanding any other provision of this Agreement, any failure to comply with this paragraph by the Contractor shall permit the Purchaser or State to recover as damages against the Contractor any loss, expense, or cost(including without limitation attorney's fees) incurred by — the Purchaser or State resulting from any such failure (including without limitation any impairment or loss of funding, whether in whole or in part, from the State or any damages owed to the State by the Purchaser). While the Contractor has no direct contractual privity with the — State, as a lender to the Purchaser for the funding of its project,the Purchaser and the Contractor agree that the State is a third-party beneficiary and neither this paragraph (nor any other provision of this Agreement necessary to give this paragraph force or effect) shall be amended or waived without the prior written consent of the State. Sample Certifications — As indicated in the contract language, it will be the responsibility of the Contractor to obtain certifications that the products and materials used in the project are U.S.-made. EPA recommends the use of a step certification process for documenting compliance with AIS requirements, similar to one used by the Federal Highway Administration. Step certification creates a paper trail which documents the location of the manufacturing process involved with the production of steel and iron materials. Each handler (supplier, fabricator, manufacturer, processor, coater, etc.) of the iron and steel products certifies that their step in the process was domestically performed. The following information is provided as a sample letter of step certification for AIS compliance. Documentation must be provided on company letterhead. In this example, there may be multiple letters from different manufacturers if one manufacturer did not perform all of the steps. INVESTING IN IOWA'S WATER May 2015 Page 30 Date Company Name Company Address SRF City, State Zip STATE REVOLVING FUND Subject: American Iron and Steel Step Certification for Project(XXXXXXXXXX) I, (company representative), certify that the (melting, bending, coating, galvanizing, cutting, etc.) process for(manufacturing or fabricating)the following products and/or materials shipped or provided for the subject project is in full compliance with the American Iron and Steel requirement as mandated in EPA's State Revolving Fund Programs. Item, Products and/or Materials: I. Xxxx 2. Xxxx 3. Xxxx - Such process took place at the following location: If any of the above compliance statements change while providing material to this project we will immediately notify the prime contractor and the engineer. Signed by company representative Alternatively, the final manufacturer that delivers the iron or steel product to the worksite, vendor, or contractor, may provide a certification asserting that all manufacturing processes occurred in the U.S. and providing detailed information on the steps involved. — The following is a template for this type of final certification. INVESTING IN IOWA'S WATER May 2015 — sr* Template American Iron and Steel Certification Letter STATE On Manufacturer's Letterhead IRON& IRON&STEEL,INC. S 1 LEL 1959 Steel Drive LNC. Ironville,OH 12345 MATERIAL CERTIFICATION April 30, 2015 RE: Job Name: Waterprojectville, Iowa—2015 State Revolving Fund Water Infrastructure Project SRF Project Number: CS1920999 01 -- References the SRF Project I certify that the processes for manufacturing or fabricating the following products and or materials provided for the subject project took place at the following U.S. locations- Quantity Description Manufacturing Processes Location Where Processes Occurred 3 count .-kB123456 4 Gate Valve Melurr.-. poured.machined Ironville. OH 60 count XY6.5432I Reinforced Concrete Melted.rolled. fabricated Steel City,IA Manhole 60 count XZ123456 Manhole Cover Melted,cast,finished Stainless,MS 1200 linear feet AB65432I 4-Ductile Iron Water Melted,rolled. finished Pipet. n,CA Pipe I further certify that products and or materials are in full compliance with the American Iron and,Seel requirements as mandated in the U.S Environmental Specifies the Protection Agen- s State Revolving Fund programs. If any of the above Manufacturing compliance st ernents change while providing material to this project we will Processes and immediately notify the supplier, prime contractor, consulting engineer, or project the U.S. owner Locations Specifies the On behalf of IRON& STEEL INC Where They Were Products and Quantities ",„/ pew Simla Performed Signature of Jane Smith Manufacturer's /Product Quality Manager Representative May 2015 Page 32 Covered and Non-Covered Items The EPA issued a waiver for de minimus incidental components of eligible water and wastewater infrastructure projects. Funds used for such de minimus incidental comp. cumulatively may comprise no more than a total of 5% of the total cost of the material- s — and incorporated into a project. The cost of an individual incidental item may not exc:-• the total cost of the materials used in and incorporated into a project. STATE De minimus incidental items include miscellaneous, generally low-cost components thIgtvamis FUND essential for, but incidental to, the construction and are incorporated into the physical structure of the project. For many of these incidental components, the country of manufacture and the _ availability of alternatives are not readily or reasonably identifiable prior to procurement in the normal course of business. For others, the country of manufacture may be known but the miscellaneous character in conjunction with the low cost, individually and (in total) as typically procured in bulk, mark them as properly incidental. Examples of incidental components could include small washers, screws, fasteners (i.e., nuts and bolts), miscellaneous wire, corner bead, ancillary tube, etc. Examples of items that are clearly not incidental include significant process fittings (i.e., tees, elbows, flanges, and brackets), distribution system fittings and valves, force main valves, pipes, treatment and storage tanks, large structural supports, etc. Assistance recipients should in consultation with their contractors determine the items to be covered by this waiver, must retain relevant documentation (i.e. invoices) as to those items, and must summarize in reports to the State of Iowa the types and/or categories of items to which this waiver is applied, the total cost of incidental components for each type or category, and the calculations by which they determined the total cost of materials used in and incorporated into the project. The successful bidder will fill out the materials spreadsheet (shown below) and submit it to the assistance recipient to indicate covered and non-covered items proposed to be procured for the project. American Iron and Steel Materials Spreadsheet—to be Submitted by Successful Bidder Iowa Department of Natural Resources-May 2014 Based on EPA Memorandum(4/15/2014):De'Animus Waiver of Section 436 of P.L 113-76,Consolidated Appropriation Acts(CAA),2014 Choose an item. Project: tined/unlined pipes or fittings Bidder: Manhole covers I Date: Municipal castings *Covered P Pipes clamps or restraints ipesor fittings;manhole covers;municipal castings;pipe clamps and restraints:valves:structural steel;hydrants, tanks;flang.Valves •nstruction materials. Structural steel '`Incidental Hydrants low-cost items,often procured in bulk,such as washers,screws,fasteners,small amounts of wire,etc. Tanks Flanges 'Description of Other Bid Amount Bid Amount Documentation Item is Incidental and j Reinforced precast concrete !.ducts if Not Included in Covered Products incidentals Will be Obtained will be Claimed under 'Construction materials Covered Products de Minimus Waiver" 2 Choose an tern. U U 3 Choose an item. U U 4 Choose an item. ❑ U 5 Choose an item. U U 6 Choose an item. U Li 7 Choose an item. C',00se an item. U U 9 .,e an item. U U n I r1 INVESTING IN IOWA`S WATER May 2015 Page 33 At the end of construction, the contractor will submit a final list showing covered and covered items. American Iron and Steel Materials Spreadsheet with de Minimus Items Iowa Department of Natural Resources-May 2014 — Based on EPA Memorandum(4/15/2014):De Minsnus Waiver of Section 436 of P.L 113-76,Consolidated Appropriation Acts(CAA),2014 Project ►TE Contractor: Submitted By: I D FUND Date: Final De!Animus List U Total Materials Total Amount Covered "�' Percent(must be 5%or less of Cost: Under de Minimus Waiver total materials cost) Li *Covered Products include:Lined or unlined pipes or fittings;manhole covers;municipal castings;pipe clamps and restraints;valves;structural steel;hydrants, tanks;flanges;reinforced precast concrete;construction materials. "Incidental items are miscellaneous,generally low-cost items,often procured in bulk,such as washers,screws,fasteners,small amounts of wire,etc. Covered Products` Description if Not Included Date Dollar Amount Dollar Amount Documentation Incidental" in Covered Products Purchased Covered Incidentals Received _ Products 1 !Cnoose anite m -i a U U 2 Choose an item. U U 3 Choose an item. U' U 4 Choose an item. U U. 5 Choose an item. U U 6 Choose an item. These documents are available on-line at http://www.iowasrf.com/about srf/use-of-american- iron-and-steel/. INVESTING IN IOWA'S WATER May 2015 Page 34 SRF STATE REVOLVING FUND THIS PAGE LEFT BLANK INTENTIONALLY INVESTING IN IOWA'S WATER May 2015 FORM OF BID OR PROPOSAL FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I CONTRACT NO.951 — 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 the FY 2021 SANITARY SEWER GATEWELL REPAIRS -PHASE I, CONTRACT NO. 951, all in accordance with the above-listed documents and for the unit prices for work in place for the following items and quantities: FY 2019 SANITARY GATEWELL REPAIRS CONTRACT NO. 951 1 Mobilization and General Items LS 1 $ $ 2 Gatewell 3C-1 LS 1 $ $ — 3 Gatewell 3C-3 LS 1 $ $ 4 Gatewell 3C-4 LS 1 $ $ 5 Gatewell 3C-5 LS 1 $ $ — 6 Gatewell 5D-2 LS 1 $ $ 7 Gatewell 5D-3 LS 1 $ $ 8 Gatewell 5F-1 LS 1 $ $ 9 Gatewell 5F-2 LS 1 $ _ $ 10 Gatewell 5F-3 LS 1 $ $ 11 Gatewell 5F-4 LS 1 $ $ 12 Gatewell 5F-5 LS 1 $ $ 13 Investigating Valvewell 5F-6 LS 1 $ $ 14 Gatewell 5F-7 LS 1 $ $ 15 Gatewell 3D-2 LS 1 $ $ 16 Gatewell 3D-3 LS 1 $ $ 17 Gatewell3D-4 LS 1 $ $ 18 Gatewell 3D-5 LS 1 $ $ 19 Gatewell 3E-3 LS 1 $ $ 20 Investigating Gatewell 1-1 (Base Bid) LS 1 $ $ 21 Gatewell 1-2 LS 1 $ $ 22 Investigating Gatewell 3A-1 (Base Bid) LS 1 $ $ FORM OF BID CONTRACT NO.951 FB-1 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 23 Gatewell 3A-2 LS 1 $ $ 24 Investigating Gatewell 5A-1 (Base Bid) LS 1 $ $ 25 Gatewell 5A-2 LS 1 $ $ 26 Gatewell 5A-3 LS 1 $ $ 27 Gatewell 5A-4 LS 1 $ $ TOTAL BASE BID $ BID ALTERNATE 1 28 Gatewell 1-1 (Bid Alternate) LS 1 $ $ TOTAL BID ALTERNATE 1 $ BID ALTERNATE 2 29 Gatewell 3A-1 (Bid Alternate) LS 1 $ $ TOTAL BID ALTERNATE 2 $ BID ALTERNATE 3 30 Gatewell 5A-1 (Bid Alternate) LS 1 $ $ TOTAL BID ALTERNATE 3 BID ALTERNATE 4 31 Valvewell 5F-6 (Bid Alternate) LS 1 $ $ TOTAL BID ALTERNATE 4 $ 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. 6. Attached hereto is a Bidder Status Form indicating 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 FORM OF BID CONTRACT NO.951 FB-2 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL _. REPAIRS-PHASE I 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 AD 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 CONTRACT NO.951 FB-3 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL ._ REPAIRS-PHASE I INFORMATION NEEDED FOR IOWA CONSTRUCTION SALES TAX EXEMPTION CERTIFICATE CONTRACTOR NAME: ADDRESS: (Check One) PRIME SUBCONTRACTOR FEDERAL ID#: PROJECT NAME: PROJECT CONTRACT NO.: DESCRIPTION OF WORK: ❑ Brickwork ❑ Landscaping ❑ Carpentry ❑ Painting ❑ Concrete ❑ Paving ❑ Drywall-Plaster-Insulation ❑ Plumbing ❑ Electrical ❑ Roofing-Siding-Sheet Metal ❑ Excavation/Grading ❑ Windows ❑ Flooring ❑ Wrecking-Demolition ❑ Heavy Construction ❑ Other (Please specify) ❑ Heating-Ventilating-Air Cond. ❑ SALES TAX EXEMPTION CONTRACT NO.951 STE-1 of 2 AECOM#60549334 FY 2021 SEWER SANITARY GATEWELL REPAIRS-PHASE I 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 , 20 , 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 pres- ents to be signed by their proper officers this day of ,A.D. 20_ (Seal) Principal By (Title) (Seal) Witness Surety By Witness Attorney-in-fact BID BOND CONTRACT NO.951 BB-1 of 2 AECOM#60549334 FY 2021 SEWER SANITARY GATEWELL REPAIRS-PHASE I 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) Title Subscribed and sworn to before me this day of , 20_. Title My commission expires NON-COLLUSION AFFIDAVIT CONTRACT NO.951 NCA-1 of 2 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 , 20_ Title My commission expires NON-COLLUSION AFFIDAVIT CONTRACT NO.951 NCA-2 of 2 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. 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, EQUAL OPPORTUNITY CLAUSE CONTRACT NO.951 EOC-1 of 2 AECOM#60549334 FY 2021 Sanitary Sewer Gatewell _ Repairs-Phase I 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) EQUAL OPPORTUNITY CLAUSE CONTRACT NO.951 EOC-2 of 2 AECOM#60549334 FY 2021 Sanitary Sewer Gatewell Repairs-Phase I TITLE VI CIVIL RIGHTS During the performance of this contract, the contractor (for itself), its assignees, and successors in interest(hereinafter referred to as the"contractor") agrees as follows: 1. Compliance with Regulations: The contractor shall comply with the Regulations relative to non- discrimination in Federally assisted programs of the DOT Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 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 CIVIL RIGHTS CONTRACT NO.951 TVI-1 of 2 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I Bidder Status Form To be completed by all bidders Part A Please answer"Yes"or"No"for each of the following: - ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). D Yes ❑ No My company has an office to transact business in Iowa. — ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. — ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes"for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No"to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: / / to / / Address: City, State, Zip: Dates: / / to / / Address: City, State, Zip: Dates: / / to / / Address: You may attach additional sheet(s)if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preferences to resident bidders, resident labor force preferences or any other type of preference to bidders or laborers? ❑ Yes ❑ No 3. If you answered "Yes"to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s)if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. — Firm Firm Name: Signature: Date: You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissioner. 309-6001 (09-15) BSF-1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. 309-6001 (09-15) BSF-2 Revised February 2003 CONTRACTOR'S OR SUBCONTRACTOR'S AFFIRMATIVE ACTION PROGRAM Check box that applies to party completing program: ( ) General Contractor ( ) Subcontractor 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 Project Project Contract Number Estimated Construction Work Dates / Start Finish 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 Soc:lal Security Number) Name of Equal Employment Officer C. Remainder of program to be completed by party completing program, either Prime or Subcontractor. 1. The Owners and/or Principals of your company: - 1 - Ethnic Name Address Position Sex Origin 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 II. EMPLOYER'S POLICY(Please read carefully.) A. We, the undersigned, recognize that we are morally and legally committed to nondiscrimination in employment. Any person who applies for employment with our — company will not be discriminated against because of race, color, creed, sex, national origin, economic status, age, mental or physical handicap. B. The employment policies and practices of the undersigned are to recruit and hire — employees without discrimination, and to treat them equally with respect to compensation and opportunities for advancement, including training, upgrading, promotion, and transfer. However, we realize the inequities associated with employment training, — upgrading, contracting and subcontracting for minorities and women and we will direct our efforts to correcting any deficiencies to the maximum extent possible. The same will be required of our SUBCONTRACTORS and 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. III. AFFIRMATIVE ACTION A. recognizes that the (Name of Company) _ - 2 - 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 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 (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. 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. - 3 - 2. As a result of the above efforts, we have involved minority, female, and local contractors _ and/or suppliers in the following areas of subcontracting: (if none, write"NONE") 1. 2. J. will require approved (Name of Company) 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 201_, 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. 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 201_. 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 No. 1984-142(4). - 4 - CONTRACTOR'S TOTAL WORK FORCE (WATERLOO) HOURLY NAME AND ADDRESS JOB CATEGORY RACE SEX WAGE INDICATE: DISABLED VETERAN: DV VIETNAM ERA VETERAN: W HANDICAPPED: H - 5 - We hereby certify that we are in compliance with all City and Federal Affirmative Action Regulations and agree to accept all liability for failure to comply. Respectfully submitted, _. By: Company Executive — Date By: Equal Employment Opportunity Officer Date City of Waterloo Affirmative Action Officer Approved Disapproved Reason: Moor By: Date: 6 _ DESCRIPTION OF JOB CATEGORIES 1. Officials/Manager: 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 painters), (except construction and maintenance), photographic process workers, stationary fireman, truck and tractor drivers, weavers, (textile), welders and flame cutters and kindred workers. 8. Laborers (unskilled): Workers in manual occupations which generally require no special training. Perform elementary duties that may be learned in few days and require the application of little or no independent judgment. Includes: garage laborers, car washers and greasers, gardeners (except farm) and groundskeepers, longshoremen, and stevedores, lumbermen, - 7 - craftsmen and woodchoppers, laborers performing lifting, digging, mixing, loading and pulling operations and kindred workers. 9. Apprentices: Persons employed in a program including work training and related instruction to learn a trade or craft which is traditionally an apprenticeship, regardless of whether the program is registered with a Federal or State agency. 10. Trainees (on-the-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. 8 ITEMS OF POTENTIAL MBE/WBE PARTICIPATION NOTICE TO PROSPECTIVE BIDDERS: The following are items from the FY 2021 SANITARY SEWER GATEWELL REPAIRS - PHASE I, CONTRACT NO. 951, 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 TOTAL ITEM DESCRIPTION UNIT QTY 1 Mobilization and General Items LS _ 1 2 Gatewell3C-1 LS _ 1 3 Gatewell 3C-3 LS _ 1 4 Gatewell 3C-4 LS _ 1 5 Gatewell 3C-5 LS 1 6 Gatewell 5D-2 LS 1 7 Gatewell 5D-3 LS _ 1 8 Gatewell 5F-1 LS 1 9 Gatewell5F-2 LS _ 1 10 Gatewell5F-3 LS 1 11 Gatewell5F-4 LS _ 1 12 Gatewell 5F-5 LS _ 1 13 Investigating Valvewell 5F-6 LS 1 14 Gatewell 5F-7 LS 1 15 Gatewell 3D-2 LS 1 16 Gatewell 3D-3 LS 1 _ 17 Gatewell 3D-4 LS 1 19 Gatewell3D-5 LS 1 10. Gatewell 3E-3 LS 1 20 Investigating Gatewell 1-1 (Base Bid) LS 1 21 Gatewell 1-2 LS _ 1 22 Investigating Gatewell 3A-1(Base Bid) LS 1 -- 23 Gatewell 3A-2 LS 1 24 Investigating Gatewell 5A-1 (Base Bid) LS 1 25 Gatewell 5A-2 LS _ 1 26 Gatewell 5A-3 LS 1 27 Gatewell 5A-4 LS 1 28 Gatewell 1-1 (Bid Alternate) LS 1 -- 20 Gatewell 3A-1 (Bid Alternate) LS _ 1 30 Gatewell 5A-1 (Bid Alternate) LS 1 31 Valvewell 5F-6 (Bid Alternate) LS 1 MBE/WBE GOALS FOR THIS PROJECT MBE/WBE PARTICIPATION CONTRACT NO.951 M-1 of 8 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I IMPORTANT: Prime Contract Bidders should be aware that ten percent (10%) MBE goal and a 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, IA 50703 Phone: (319)291-4429 MBE/ BE PARTICIPATION CONTRACT NO.951 M-2 of 8 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL _ REPAIRS-PHASE I SUBCONTRACTOR'S BID REQUEST FORM PRIME BIDDER'S LETTERHEAD Contract No.: Letting Date: I, (subcontractor's name), hereby attest that I have been solicited for a bid on (project name) in the area of(description of work and bid item no.). (Prime contractor) has informed me that if I am interested in bidding, a subcontracting bid proposal must be submitted to the company office by(date)and (time). Subcontractor's Company Name Date Subcontractor's Signature Date Prime Bidder's Signature MBE/WBE PARTICIPATION CONTRACT NO.951 M-3 of 8 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I LETTER TO BE USED WHEN SOLICITING FOR SUBCONTRACTOR QUOTES Subcontractor Company Name Address RE: Contract No.: Dear • (Prime Contractor's Company Name) is presently soliciting for the following work in connection 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 discriminated against due to race, religion, color, sex, or origin. If interested in bidding your proposal must be turned in to this office by Date and (Time) Sincerely, (Prime Contractor's Representative) Form CCO-3 (11/28/2001) MBE/WBE PARTICIPATION CONTRACT NO.951 M-4 of 8 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL _ REPAIRS-PHASE I 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 CONTRACT NO.951 M-5 of 8 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I CD CD CD 0C O C U) -CW W °D--Im U) (6 O W cW E E 03 m a) 0 a) 4- > � a C O U O W d 0 U U >, a) m w Q. d 7 CT 'y U 2 H 0 c c ,C a a) O 0 a) a 0 0 -0 a,IX �a o c C U) 0 w a) 00 0 0 WQ C c •- m 0 m 0) _ a) 0 m o a as a) a .-.. 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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)493-2542 — FAX: (319)236-0515 Contact: Terry Phillips Certified: City of Waterloo Certified MBE, Iowa DOT, TSB Certified — Specializing in: COMMERCIAL AND RESIDENTIAL DEMOLITION, CONCRETE PAVING, DRIVEWAYS, TRUCKING(ALL TYPES), GENERAL CONSTRUCTION GREER'S WORKS 2003 Plainview Street Waterloo,IA 50703 Phone: (319)233-4701 -- Contact: Willie Greer Specializing in: DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION OLD GREER'S WORKS 2309 Springview Street Waterloo,IA 50707 Phone: (319)233-2150 Contact: David L. Greer, Sr. Specializing in: ROOFING&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 D & D CONSTRUCTION 1124 West Donald Street Waterloo,IA 50703 Phone: (319)961-4208 Contact: Darrell E.Caldwell, Sr. Specializing in: ROOFING AND GENERAL CONSTRUCTION E. CASTRO ROOFING 702 Riehl Street Waterloo,IA 50701 Phone: (319)215-5683 Contact:Emillio Castro Specializing in: ..� ROOFING, SIDING, GENERAL CONSTRUCTION 7 CERTIFIED WBE CONTRACTORS ATLAS PAINTING, INC.* 911 Sycamore Street P.O.BOX 65 Waterloo, IA 50704 Phone: (319)232-9164 Specializing in: COMMERCIAL AND INDUSTRIAL PAINTING WATCO CONSTRUCTION, INC.* 2920 Texas Street Waterloo,IA 50702 Phone: (319)233-7481 Certified: City of Waterloo WBE Contact: Patricia J.Kimball Specializing in: — STORM SEWER, INLETS, DRAIN TILE, WATER MAIN, SANITARY SEWER, INTAKE STRUCTURES PETERMAN & HAES CARPET ONE* 4003 University Waterloo,IA 50701 Phone: (319)233-6131 — Fax: (319)233-6133 Certified: City of Waterloo WBE Email: JR11486(&,,cfu.net Contact: Carol Reese Specializing in: FLOOR COVERING — *DENOTES WOMEN BUSINESS ENTERPRISE 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 the 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 BIDDER'S QUALIFICATIONS CONTRACT NO.951 SBQ-1 of 2 AECOM#60549334 FY 2020 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 , 2021. (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 , 2021. Notary Public My commission expires STATEMENT OF BIDDER'S QUALIFICATIONS CONTRACT NO.951 SBQ-2 of 2 AECOM#60549334 FY 2020 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 2021 SANITARY SEWER GATEWELL REPAIRS - PHASE I, CONTRACT NO. 951, 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 19, 2021. They have the general title of FY 2021 SANITARY SEWER GATEWELL REPAIRS- PHASE I, CONTRACT NO. 951. The drawings are numbered and separately entitled as follows: Sheet# Plan Sheet Description 1 TITLE SHEET 2 LEGEND AND GENERAL NOTES 3 STORM WATER POLLUTION PREVENTION PLAN (SWPPP),TYPICAL DETAIL AND GATEWELL REFERENCE 4 OVERALL LOCATION MAP 5 GATEWELL-3C-1, 3C-3, 3C-4 &3C-5 6 GATEWELL-3D-2 7 GATEWELL-5D-2 &5D-3 8 GATEWELL-3D-3, 3D-4, 5F-1, 5F-2 &5F-6 9 GATEWELL-3D-5 &5F-7 10 GATEWELL-3E-3, 5F-3, 5F-4& 5F-5 11 GATEWELL-5A-2 &5A-3 12 GATEWELL-5A-1 &5A-4 _ 13 GATEWELL- 1-2 & 3A-2 14 GATEWELL- 1-1 &3A-1 15 GATEWELL-3C-1, 3C-3, 3C-4&3C-5 16-67 GATEWELL RECORD DRAWINGS 68-73 GATEWELL REPAIR DETAILS 74-77 GATEWELL GEOTECHNICAL The Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, Series of 2015, plus the applicable General Supplemental Specifications and the 2020 Iowa Statewide Urban Specifications, also known as SUDAS, shall apply to construction work. These standard specifications are amended by the City of Waterloo Supp►emental Specifications to the 2020 edition of SUDAS. Any specifications that supercede the Iowa DOT, SUDAS and City of Waterloo Specifications are listed in the Special Provisions. 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. GENERAL SPECIAL PROVISIONS CONTRACT NO.951 GSP-1 of 6 AECOM#60549334 FY 2020 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 existing features located near or within the limits of construction. Damage caused — by negligence or poor workmanship, as determined by the Engineer, shall be considered the Contractor's responsibility. 5. REMOVED MATERIALS All materials removed as part of this Contract shall remain the property of the City unless the City determines that the materials are not salvageable and the City does not want to retain ownership — of the materials. Materials designated in the field by the Engineer as 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. OVERHAUL — Overhaul will not be paid for "surplus material" obtained from any of the items of construction under this contract. The cost of overhaul will be considered as incidental to the items to which it applies. 7. MAILBOXES The Contractor shall notify the United States Postal Department of mailboxes, which 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.The removal and replacement of stop signs will not be considered for direct payment, but will be considered incidental to the item to which it applies. — 8. 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. 9. 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. GENERAL SPECIAL PROVISIONS CONTRACT NO.951 GSP-2 of 6 — AECOM#60549334 FY 2020 SANITARY SEWER GATEWELL REPAIRS-PHASE I 10. 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. 11. CONSTRUCTION SCHEDULING The City Engineer shall approve Contractor's work schedule prior to starting. All revisions shall also be approved. The City Engineer may change the schedule to accommodate changing construction conditions. The contractor shall submit the work schedule to the Engineer at the preconstruction conference for approval. The City Engineer shall approve Contractor's work schedule prior to starting. All revisions shall also be 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 after receipt of the "Notice to Proceed" and at the date approved on the submitted schedule. The contractor shall diligently execute the work of the contract to completion once work commences. 12. PRE-CONSTRUCTION CONFERENCE Before any work is started, the Contractor shall arrange with the City Engineer to hold a pre- - construction conference for the purpose of discussing the contract. 13. 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. 14. 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. GENERAL SPECIAL PROVISIONS CONTRACT NO.951 GSP-3 of 6 AECOM#60549334 FY 2020 SANITARY SEWER GATEWELL REPAIRS-PHASEI 15. TRAFFIC CONTROL DURING CONSTRUCTION (INCIDENTAL) 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 Contract Documents or as may be ordered by — the Engineer, to ensure the safety of the public as well as those engaged on the work. All barricading necessary for completion of this project shall be considered incidental to contract bid items. — 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 Part VI of the "Manual on Uniform Traffic Control Devices" 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.All barricading plans shall be reviewed by the Engineer. 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 Part VI of the —' "Manual on Uniform Traffic Control Devices." Encapsulated lens sheeting is not required on this project. 16. GRADES, LINES, LEVELS,AND SURVEYS All necessary grades, lines, levels and surveys shall be established and maintained by the Contractor. The Contractor shall verify all grades, lines, levels, and dimensions as shown on the drawings, and he shall report any errors or inconsistencies in the same to the City Engineer before — commencing work. 17. SAFETY OF WORKERS AND PUBLIC The Contractor shall, at all times, take necessary precautions to protect the life and health of all persons employed on this project and the public. He shall provide necessary safety devices and safeguards in accordance with latest and best accident prevention practices. All such protection — shall be furnished to employees without cost. No direct measurement of payment shall be made for this protection but shall be considered incidental to other items of work. The public shall be kept outside of any work area. — Section IX "Construction Equipment" of the "Specifications for Concrete Paving, Widening, and Curb and Gutter" of the Standard Specifications for Municipal Public Works Construction, City of Waterloo, Iowa, shall be amended as follows: Iowa Department of Transportation standard specification Section 2301.07 Construction Equipment For Portland Cement Concrete Pavement shall apply with the following exception to — Section 2301.07.A.7.b Finishing Machine: The first sentence shall read as "A finishing machine will be required on all uniform width slabs ten (10) feet or more in width upon which a continuous line of forms more than one hundred fifty (150) feet in length may be set, except for intersections — or otherwise approved by the Engineer." GENERAL SPECIAL PROVISIONS CONTRACT NO.951 GSP-4 of 6 — AECOM#60549334 FY 2020 SANITARY SEWER GATEWELL REPAIRS-PHASE I 18. 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 2020 and 2021 due to City holidays: April 2, 2021 - Good Friday May 31, 2021 - Memorial Day July 4, 2021 - Independence Day September 6, 2021 - Labor Day November 25 &26, 2021 -Thanksgiving December 23 and 24, 2021 - Christmas (Christmas Day Falls on a Saturday) December 31, 2021 - New Year's Day (New Year's Day Falls on a Saturday) GENERAL SPECIAL PROVISIONS CONTRACT NO.951 GSP-5 of 6 AECOM#60549334 FY 2020 SANITARY SEWER GATEWELL — REPAIRS-PHASE I 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 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.951 SP-1 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 - "2020 Standard Specifications for the Iowa Statewide Urban Design and Specifications Program" (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 14 14 Control of Work Section 01 22 13 Measurement and Payment Section 01 33 10 Submittals Section 01 45 50 Testing Laboratory Services Section 01 50 00 Temporary Facilities Section 01 50 10 Temporary Construction Facilities and Utilities Section 01 57 00 Protection of Environment Section 01 60 10 Material and Equipment Section 01 78 23 Operation and Maintenance Data Section 01 78 39 Project Record Documents Section 02 41 00 Demolition Section 03 30 00 Cast-in-Place Concrete Section 03 61 10 Patching Mortar Section 03 62 00 Nonshrink Grout Section 05 52 15 Aluminum Handrails and Railings Section 08 31 13 Hatches and Frames Section 29 60 00 Temporary Wastewater Bypass System Section 31 23 19 Dewatering Section 33 05 13 Precast Concrete Gatewell Section 40 05 31 Manually Actuated Valves Section 40 05 62 FRP Sluice Gates SPECIAL PROVISIONS CITY CONTRACT NO.951 SP-2 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. BID ESTIMATED ITEM DESCRIPTION UNIT _ QUANTITY 1 Mobilization and General Items LS _ 1 2 Gatewell 3C-1 LS _ 1 3 Gatewell 3C-3 LS _ 1 4 Gatewell 3C-4 LS _ 1 5 Gatewell 3C-5 LS 1 6 Gatewell 5D-2 LS _ 1 7 Gatewell 5D-3 LS _ 1 8 Gatewell 5F-1 LS _ 1 9 Gatewell 5F-2 LS _ 1 10 Gatewell 5F-3 LS 1 11 Gatewell 5F-4 LS _ 1 12 Gatewell 5F-5 LS 1 13 Investigating Valve Well 5F-6 LS _ 1 14 Gatewell 5F-7 LS _ 1 15 Gatewell 3D-2 LS 1 16 Gatewell 3D-3 LS _ 1 — 17 Gatewell 3D-4 LS _ 1 18 Gatewell 3D-5 LS _ 1 19 Gatewell 3E-3 LS 1 20 Investigating Gatewell 1-1 (Base Bid) LS 1 21 Gatewell 1-2 LS _ 1 22 Investigating Gatewell 3A-1 (Base Bid) LS 1 23 Gatewell 3A-2 LS 1 24 Investigating Gatewell 5A-1 (Base Bid) LS _ 1 _ 25 Gatewell 5A-2 LS _ 1 26 Gatewell 5A-3 LS 1 27 Gatewell 5A-4 LS _ 1 28 Gatewell 1-1 (Bid Alternate) LS _ 1 29 Gatewell 3A-1 (Bid Alternate) LS _ 1 30 Gatewell 5A-1 (Bid Alternate) LS 1 31 Valvewell 5F-6 (Bid Alternate) LS 1 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 SPECIAL PROVISIONS CITY CONTRACT NO.951 SP-3 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. 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.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 *** SPECIAL PROVISIONS CITY CONTRACT NO.951 SP-4 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL — REPAIRS-PHASE I SECTION 01 11 18 SUMMARY OF WORK PART 1 GENERAL 1.01 SUMMARY A. The extent of the work involved is the rehabilitation, replacement or abandonment of gatewells and/or valve wells along the City's flood control systems. 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 2015. 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 City. 1.04 CONTRACTS A. Perform Work under unit price Contract(s)with OWNER. B. Gatewells 1-1, 3A-1, 5A-1 and valvewell 5F-6 have base bid and bid alternate works associated with them. For the gatewells, the base bid work involves investigating the operability of the gates and providing contingency measures if the gate fails during operability testing.For the valvewell,the base bid work includes checking if there is flow in the line. Bid alternative work for 1-1, 3A-1 and 5A-1 includes replacing the gates and associated works if the gates are found to be inoperable via the base bid work. For 5F-6, the bid alternative work includes valve replacement if the line is carrying flow. 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. 60549334 01 11 18-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 1. Do not close off public use of facilities until completion of one stage of construction provides alternative usage. 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. — 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, 60549334 01 11 18-2 FY 2021 SANITARY SEWER GATEWELL - REPAIRS-PHASE I 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) 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. The ENGINEER will provide three(3)trips for staking. Should CONTRACTOR request re- staking beyond these three trips,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 and when making periodic requests for line and grade stakes. 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 ** * 60549334 01 11 18-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 01 14 14 CONTROL OF WORK PART 1 -GENERAL 1.01 HOURS OF CONSTRUCTION: A. Normal construction activity shall take place only between the hours of 7 a.m. to 4 p.m., excluding Saturdays, Sundays, and legal holidays, unless otherwise directed by these Specifications or by the Engineer. See Specification Section 01 11 00, "Summary of Work," for additional details. 1.02 OCCUPYING PRIVATE LAND: A. The Contractor shall not (except after written consent from the proper parties) enter or occupy with personnel, tools, materials, or equipment any land outside the rights of way or property of the Owner. A copy of the written consent shall be given to the Engineer or Owner. 1.03 PIPE LOCATIONS: A. All existing piping and manhole locations and sizes are approximate. Contractor shall field verify all existing piping. 1.04 DIMENSION OF EXISTING STRUCTURES: A. The Contractor shall verify the dimensions and locations of existing structures in the field before the fabrication of any material or equipment which is dependent on the correctness of such information. 1.05 OPEN EXCAVATIONS: A. All open excavations shall be adequately safeguarded by providing temporary barricades, fencing, caution signs, lights, and other means to prevent accidents to persons and damage to property, and in accordance with applicable occupational health and safety regulations. The Contractor shall, at his own expense, provide suitable and safe bridges and other crossings for accommodating travel by pedestrians and workmen. Bridges provided for access during construction shall be removed when no longer required. The length or size of excavation will be controlled by the particular surrounding conditions, but shall always be confined to the limits prescribed by the Engineer or Owner. If the excavation becomes a hazard, or if it excessively restricts traffic at any point, the Engineer or Owner may require special construction procedures such as limiting the length of the open trench, prohibiting stacking excavated material in the street, and requiring that the trench shall not remain open overnight. B. The Contractor shall take precautions to prevent injury to the public due to open trenches. All trenches, excavated material, equipment, or other obstacles which could be dangerous to the public shall be well lighted at night. 1.06 TEST PITS: A. Test pits for the purpose of locating underground pipeline or structures in advance of the construction shall be excavated and backfilled by the Contractor at the direction of the Engineer or Owner. Use soft-dig methods. Test pits shall be backfilled immediately after their purpose 60549334 01 14 14-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I has been satisfied and the surface restored and maintained in a manner satisfactory to the Engineer or Owner. No additional payment shall be made for test pits. 1.07 INTERFERENCE WITH AND PROTECTION OF STREETS: A. The Contractor shall not close or obstruct any portion of a street, road, or private way without obtaining permits therefor from the proper authorities. If any street, road or private way shall be rendered unsafe by the Contractor's operations, he shall make such repairs or provide such — temporary ways or guards as shall be acceptable to the proper authorities. B. Streets, roads, private ways, and walks not closed shall be maintained passable and safe by the Contractor, who shall assume and have full responsibility for the adequacy and safety of provisions made therefor. C. The Contractor shall, at least 24 hours in advance, notify the Police and Fire Departments in — writing, with a copy to the Engineer or Owner, if the closure of a street or road is necessary. The Contractor shall cooperate with the Police Department in the establishment of alternate routes and shall provide adequate detour signs, plainly marked and well lighted, in order to minimize confusion. — D. In particular, the Contractor is responsible for keeping all City and/or State roads used for hauling soils or granular materials clean at no extra cost to the owner. 1.08 TRAFFIC CONTROL: A. For control of moderate traffic, if needed, the Contractor shall provide an adequate number of — flagmen employed at his own expense. B. The employment or presence of traffic flagmen, special officers, or police shall in no way relieve the Contractor of any responsibility or liability which is his under the terms of the contract. 1.09 CARE AND PROTECTION OF PROPERTY: A. The Contractor shall be responsible for the preservation of all public and private property, and shall use every precaution necessary to prevent damage thereto. If any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the work on the part of the Contractor, such property shall be — restored by the Contractor, at his expense, to a condition similar or equal to that existing before the damage was done, or he shall make good the damage in other manner acceptable to the Engineer or Owner. 1.10 INTERFERENCE WITH EXISTING WORKS: A. The Contractor shall at all times conduct his operations so as to interfere as little as possible with existing works. The Contractor shall develop a program, in cooperation with the Engineer and interested officials, which shall provide for the construction and putting into service of the new works in the most orderly manner possible. This program shall be adhered to except as deviations therefrom are expressly permitted. All work of connecting with, cutting into, and — reconstructing existing pipes or structures shall be planned to interfere with the operation of the existing facilities for the shortest possible time when the demands on the facilities best permit such interference, even though it may be necessary to work outside of normal working hours to meet these requirements. Before starting work which will interfere with the operation of existing facilities, the Contractor shall do all possible preparatory work and shall see that all tools, materials, and equipment are made ready and at hand. 60549334 01 14 14-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I B. The Contractor shall make such minor modifications in the work relating to existing structures as may be necessary, without additional compensation. C. The Contractor shall have no claim for additional compensation by reason of delay or inconvenience in adapting his operations to the need for continuous treatment of sewage at the existing plant. 1.11 MAINTAINING FLOWS: A. The sanitary sewer system is to remain in operation during the entire period of construction. Contractor is responsible for any bypass pumping that may be required. B. It is essential to the operation of the existing sewerage system that there be no interruption in the flow of sewage. To this end, the Contractor shall at his own expense, prov de, maintain, and operate all temporary facilities such as dams, pumping equipment, conduits, and all other labor and equipment necessary to intercept the sewage flow upstream of the points where it would interfere with his work, carry it past his work, and return it to the existing sewer downstream of his work. C. The Contractor shall at his own cost, provide all the flow of sewers, drains and v.ater courses interrupted during the progress of the work, and shall immediately cart away ar d remove all offensive matter. The entire procedure of maintaining existing flow shall be fully d scussed with the Engineer well in advance of the interruption of any flow. D. Minimum sewage flow occurs during the night hours and the Contractor may work on the existing sewer at such times if he so chooses. E. See Specifications Section 29 60 00 for additional detail on temporary bypass pumping. 1.12 PROTECTION AND RELOCATION OF EXISTING STRUCTURES AND UTILITIES A. The Contractor shall assume full responsibility for the protection of all buildings, structures, and utilities, public or private, including poles, signs, services to buildings, utilities in the street, gas pipes, water pipes, hydrants, sewers, drains, and electric and telephone cables, whether or not they are shown on the Drawings. The Contractor shall carefully support and protect all such structures and utilities from injury of any kind. Any damage resulting from the Contractor's operations shall be repaired by him at his expense. B. The Contractor shall bear full responsibility for obtaining all locations of underground structures and utilities (including existing water services, drain lines, and sewers). Services to buildings shall be maintained, and all costs or charges resulting from damage thereto shall be paid by the Contractor. C. Protection and temporary removal and replacement of existing utilities and structures as described in this Section shall be a part of the work under the Contract and all costs in connection therewith shall be included in the Total Price Bid in the Bid Form. D. The Contractor shall coordinate the removal and replacement of traffic loops aid signals, if required for the performance of the work, at no additional cost to the Owner. 1.13 INSPECTION OF WORK AWAY FROM THE SITE: A. If work to be done away from the construction site is to be inspected on behalf of the Owner during its fabrication, manufacture, or testing, or before shipment, the Contractor shall give notice to the Engineer or Owner of the place and time where such fabrication, manufacture, 60549334 01 14 14-3 FY 2021 SANITARY SEINER GATEWELL RE-)AIRS-PHASE I testing, or shipping is to be done. Such notice shall be in writing and delivered to the Engineer in ample time so that the necessary arrangements for the inspection can be made. 1.14 COOPERATION WITHIN THIS CONTRACT: — A. All firms or persons authorized to perform any work under this Contract shall cooperate with General Contractor and his Subcontractors or trades, and shall assist in incorporating the work of other trades where necessary or required. — B. Cutting and patching, drilling and fitting shall be carried out where required by the trade or subcontractor having jurisdiction, unless otherwise indicated herein or recommended by the — Engineer. 1.15 CLEANUP AND DISPOSAL OF EXCESS MATERIAL: A. During the course of the work, the Contractor shall keep the site of his operations in as clean and as neat a condition as is possible. He shall dispose of all residue resulting from the construction work and, at the conclusion of the work, he shall remove and haul away any surplus excavation, broken pavement, lumber, equipment, temporary structures, and any other refuse remaining from the construction operations, and shall leave the entire site of the work in a neat and orderly condition. B. In order to prevent environmental pollution arising from the construction activities related to the performance of this Contract, the Contractor and his subcontractors shall comply with all applicable Federal, State, and local laws, and regulations concerning waste material disposal, as well as the specific requirements stated in this Section and elsewhere in the Specifications. — C. The Contractor is advised that the disposal of excess excavated material in wetlands, stream corridors, and plains is strictly prohibited even if the permission of the property owner is obtained. Any violation of this restriction by the Contractor or any person employed by him, will be brought to the immediate attention of the responsible regulatory agencies, with a request that appropriate action be taken against the offending parties. Therefore, the Contractor will be required to remove the fill at his own expense and restore the area impacted. — PART 2 -PRODUCTS (Not Used) PART 3 -EXECUTION (Not Used) *** END OF SECTION *** 60549334 01 14 14-4 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 01 22 13 MEASUREMENT AND PAYMENT PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Measurement and Payment—Unit Prices 2. List of unit prices, for use in preparing bids 1.02 UNIT QUANTITIES SPECIFIED A. Quantities indicated in the bid form are for bidding and contract purposes only. Quantities and measurements of actual work will determine payment amount. 1.03 MEASUREMENT AND PAYMENT—UNIT PRICES A. Take all measurements and compute quantities. Measurements and quantities will be verified by Engineer. B. Payment includes: Full compensation for all required labor, products, tools, equipment, transportation, services and incidentals, overhead, profit, application, erection and installation of work as detailed in the plans and specifications. C. Unless specifically noted as a bid item, all other work which must be performed to complete the project shall be considered "incidental work" and the cost of such work (including furnishing and installing materials) shall be included in the unit price of items of work. 1.04 CONTRACT BID ITEMS A. A list of the contract bid items including base bid information is detailed below: 1. Bid Item No. 1: Mobilization and General Items (LS) a. Mobilization shall consist of preparatory work and operations for all items under this contract, including, but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, bonds and insurance, establishment of offices, buildings and other facilities, which must be performed or costs incurred prior to beginning work on the various items on the project site. This cost also includes demobilization costs. The proposal will have a lump sum item for mobilization. The bidder will indicate his bid price in dollars and this will be the contract price of this item. 1) Fifty percent (50%) of the original contract price of this time may be paid in the first payment application when mobilization is complete. The remainder of this item may be paid when demobilization is complete. 2) Payment for mobilization WILL NOT BE MADE until a construction schedule is submitted and approved. 3) Any item listed in the plans and specifications and not explicitly listed in the schedule will be considered part of this item. 4) Engineer shall provide construction staking. Up to three (3) days are included. If the Contractor needs additional survey, that cost is considered incidental to this item. 60549334 01 22 13-1 FY 2021 SANIATARY SEWER GATEWELL REPAIRS-PHAESI 5) Proctor sampling, as detailed on Drawing 2, is considered incidental to this item. 2. Bid Item No. 2: Gatewell 3C-1 (LS) — a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem,actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 60 00), repairs to the lagoon access road and Kenyon Avenue, if required, replacement of fill, seeding, and temporary traffic control, if required, are considered incidental to this item. Dewatering, if — required, is considered incidental to this item. Any road clean-up required due to work in the area is considered incidental to this item. Road repairs shall be in accordance with SUDAS 7040. Traffic control shall be in accordance with the — MUTCD AND SUDAS 8030. 3. Bid Item No. 3: Gatewell 3C-3(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 60 00), replacement of fill, and seeding, are incidental to this item. 4. Bid Item No.4: Gatewell 3C-4(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, -- removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 60 00), replacement of fill, and seeding, are incidental to this item. — 5. Bid Item No. 5: Gatewell 3C-5 (LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, electric actuator and frame, and supply and installation of new hatch and frame. — Temporary bypass pumping (see specifications Section 29 60 00), repairs to Easton Avenue, replacement of fill, seeding, and temporary traffic control are considered incidental to this item. Any road clean-up required due to work in the area is considered incidental to this item. Road repairs shall be in accordance with SUDAS — 7040. Traffic control shall be in accordance with the MUTCD AND SUDAS 8030. 6. Bid Item No. 6: Gatewell 5D-2(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, — actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if required, are considered incidental to this item. Any trail clean-up required due to 60549334 01 22 13-2 FY 2021 SANIATARY SEWER GATEWELL REPAIRS-PHAES I work in the area is considered incidental to this item. Trail repairs shall be in accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be in accordance with the MUTCD AND SUDAS 8030. 7. Bid Item No.7: Gatewell 5D-3(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if required, are considered incidental to this item. Any trail clean-up required due to work in the area is considered incidental to this item. Trail repairs shall be in accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be in accordance with the MUTCD AND SUDAS 8030. 8. Bid Item No. 8: Gatewell 5F-1 (LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), repairs to Nevada Street and Cedar Valley Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if required, are considered incidental to this item. Any road and/or trail clean up required due to work in the area is considered incidental to this item. Road and trail repairs shall be in accordance with SUDAS 7030. Traffic control on Nevada Street and Cedar Valley Lakes Trail shall be in accordance with the MUTCD AND SUDAS 8030. 9. Bid Item No. 9: Gatewell 5F-2 (LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if required, are considered incidental to this item. Any trail clean-up required due to work in the area is considered incidental to this item. Trail repairs shall be in accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be in accordance with the MUTCD AND SUDAS 8030. 10. Bid Item No. 10: Gatewell 5F-3(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if required, are considered incidental to this item. Any trail clean-up required due to — work in the area is considered incidental to this item. Trail repairs shall be in accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be in accordance with the MUTCD AND SUDAS 8030. 60549334 01 22 13-3 FY 2021 SANIATARY SEWER GATEWELL REPAIRS-PHAES I 11. Bid Item No. 11: Gatewell 5F-4(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if required, are considered incidental to this item. Any trail clean-up required due to work in the area is considered incidental to this item. Trail repairs shall be in accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be in accordance with the MUTCD AND SUDAS 8030. — 12. Bid Item No. 12: Gatewell 5F-5(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary — bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if required, are considered incidental to this item. Any trail clean-up required due to work in the area is considered incidental to this item. Trail repairs shall be in accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be in accordance with the MUTCD AND SUDAS 8030. 13. Bid Item No. 13: Investigating Valvewell 5F-6(LS) a. The unit price shall be full compensation for furnishing all materials, labor and equipment. Item includes determining if wastewater is flowing in the pipe and -- verifying that the existing valve is in good working condition. 14. Bid Item No. 14: Gatewell 5F-7(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if required, are considered incidental to this item. Any trail clean-up required due to — work in the area is considered incidental to this item. Trail repairs shall be in accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be in accordance with the MUTCD AND SUDAS 8030. 15. Bid Item No. 15: Gatewell 3D-2(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), replacement of fill, seeding, — and temporary traffic control on Riverview Recreation Area Trail, are considered incidental to this item. Any trail clean-up required due to work in the area is considered incidental to this item. Traffic control on the trail shall be in accordance 60549334 01 22 13-4 FY 2021 SANIATARY SEWER GATEWELL - REPAIRS-PHAES I with the MUTCD AND SUDAS 8030. Trail repairs shall be in accordance with SUDAS 7030. 16. Bid Item No. 16: Gatewell 3D-3(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), replacement of fill, and seeding are considered incidental to this item. 17. Bid Item No. 17: Gatewell 3D-4(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), replacement of fill, seeding, and temporary traffic control on Riverview Recreation Area Trail, are considered incidental to this item. Any trail clean-up required due to work in the area is considered incidental to this item. Traffic control on the trail shall be in accordance with the MUTCD AND SUDAS 8030. Trail repairs shall be in accordance with SUDAS 7030. 18. Bid Item No. 18: Gatewell 3D-5 (LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), replacement of fill, seeding, and temporary traffic control on Black Hawk Street and Riverview Recreation Area Trail, are considered incidental to this item. Any trail and/or road clean up required _ due to work in the area is considered incidental to this item. Traffic control on the road and trail shall be in accordance with the MUTCD AND SUDAS 8030. 19. Bid Item No. 19: Gatewell 3E-3 (LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), replacement of fill, seeding, and temporary traffic control on West 6th Street and Riverview Recreation Area Trail, if required, are considered incidental to this item. Any trail and/or road clean up required due to work in the area is considered incidental to this item. Traffic control on the road and trail shall be in accordance with the MUTCD AND SUDAS 8030. 20. Bid Item No. 21: Investigating Gatewell 1-1(Base Bid) (LS) a. The unit price shall be full compensation for labor, materials, and equipment. Item includes testing the gate to verify it is in working condition. Contractor shall be responsible for handling all flows through this gatewell. No sanitary sewer overflows are permitted, even if the gate fails in the closed position. Any backup pumping or 60549334 01 22 13-5 FY 2021 SANIATARY SEWER GATEWELL _ REPAIRS-PHAES I flow-handling systems the Contractor chooses to install are considered incidental to this item. 21. Bid Item No. 22: Gatewell 1-2(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem,actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section29 00 60), replacement of fill, seeding, and temporary traffic control on Falls Avenue, if required, are considered incidental to this item. Any road clean-up required due to work in the area is considered — incidental to this item. Traffic control on the road shall be in accordance with the MUTCD and SUDAS 8030. 22. Bid Item No. 23: Investigating Gatewell 3A-1 (Base Bid) (LS) a. The unit price shall be full compensation for labor, materials, and equipment. Item includes testing the gate to verify it is in working condition. Contractor shall be — responsible for handling all flows through this gatewell. No sanitary sewer overflows are permitted, even if the gate fails in the closed position. Any backup pumping or flow-handling systems the Contractor chooses to install are considered incidental to this item. — 23. Bid Item No.24: Gatewell 3A-2 (LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary — bypass pumping (see specifications Section 29 00 60), replacement of fill, seeding, and temporary traffic control on Falls Avenue, if required, are considered incidental to this item. Any road clean-up required due to work in the area is considered incidental to this item. Traffic control on the road shall be in accordance with the — MUTCD and SUDAS 8030. 24. Bid Item No. 25: Investigating Gatewell 5A-1 (Base Bid) (LS) a. The unit price shall be full compensation for labor, materials, and equipment. Item includes testing the gate to verify it is in working condition. Contractor shall be responsible for handling all flows through this gatewell. No sanitary sewer overflows — are permitted, even if the gate fails in the closed position. Any backup pumping or flow-handling systems the Contractor chooses to install are considered incidental to this item. 25. Bid Item No. 26: Gatewell 5A-2(LS) a. The unit price shall be full compensation for labor, materials, and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), seeding, temporary traffic control, if required, are considered incidental to this item. Traffic control shall be in accordance with the MUTCD and SUDAS 8030. 60549334 01 22 13-6 FY 2021 SANIATARY SEWER GATEWELL - REPAIRS-PHAES I 26. Bid Item No.27: Gatewell 5A-3 (LS) a. The unit price shall be full compensation for labor, materials, and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), seeding, temporary traffic control, if required, are considered incidental to this item. Traffic control shall be in accordance with the MUTCD and SUDAS 8030. 27. Bid Item No. 28: Gatewell 5A-4(LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), replacement of fill, and seeding are considered incidental to this item. Any road clean-up required due to work in the area is considered incidental to this item. Traffic control on the road shall be in accordance with the MUTCD and SUDAS 8030. ALTERNATE 1 28. Bid Item No. 30: Gatewell 1-1 (Bid Alternate) (LS) a. The unit price shall be full compensation for labor, materials, and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame. Temporary bypass pumping (see specifications Section 29 00 60), seeding, temporary traffic control, if required, are considered incidental to this item. Traffic control shall be in accordance with the MUTCD and SUDAS 8030. ALTERNATE 2 29. Bid Item No. 32: Gatewell 3A-1 (Bid Alternate) (LS) a. The unit price shall be full compensation for labor, materials, and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame. Temporary bypass pumping (see specifications Section 29 00 60), seeding, temporary traffic control, if required, are considered incidental to this item. Traffic control shall be in accordance with the MUTCD and SUDAS 8030. ALTERNATE 3 30. Bid Item No. 33: Gatewell 5A-1 (Bid Alternate) (LS) a. The unit price shall be full compensation for labor, materials, and equipment. Item includes all modifications to the existing gatewell, as shown on the Drawings, removal of existing gate and frame, supply and installation of new gate, stem, actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), seeding, temporary traffic control, if required, are considered incidental to this item. Traffic control shall be in accordance with the MUTCD and SUDAS 8030. 60549334 01 22 13-7 FY 2021 SANIATARY SEWER GATEWELL REPAIRS-PHAES I ALTERNATE 4 31. Valvewell 5F-6 (Bid Alternate) (LS) a. The unit price shall be full compensation for labor, materials and equipment. Item includes supply and install of a new plug valve, stem, and actuator and other modifications as indicated on the Drawings. Surface repairs required as a result of Contractor operations are considered as incidental. Temporary bypass pumping is considered incidental to this item. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) _ ***END OF SECTION*** 60549334 01 22 13-8 FY 2021 SANIATARY SEWER GATEWELL REPAIRS-PHAES I SECTION 01 33 10 SUBMITTALS PART 1 GENERAL 1.1 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 certification of equipment installation, instructional, and post-startup services are specified in Section 01 60 10. 2. 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 described in Paragraph 6.05 of General Conditions which the Contractor requests the Engineer to accept, after Effective Date of the Agreement. 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. 60549334 01 33 10-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 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. 1.2 SUBMITTAL PROCEDURES A. Scheduling: 1. Provide preliminary and final submittal schedule in accordance with Subparagraph 2.05.A.2. and Paragraph 2.07 of General Conditions indicating time requirements for coordination of submittals with performance of Work for items of materials and equipment for which submittals are required by Specifications. 2. In addition, times scheduled shall indicate completion of submittal approval process for substitutions, Shop Drawings, product data, and samples for Project not later than halfway point of time established in Agreement to achieve Substantial Completion. Completion of submittal process for above submittals will have been achieved when submittals have been returned to the Contractor with submittal action of either "No Exception Taken" or "Make Corrections Noted". For planning purposes, the Engineer has set a goal of 14 days for review of simple/single discipline submittals, and 28 days for review of complex/multiple discipline submittals after submittals are received in the Engineer's office. Each resubmittal shall have same review times. 3. Adjust submittal schedule to reflect revisions to Construction Progress Schedule. 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 the Engineer's need to review related submittal. The 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. 60549334 01 33 10-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 the Engineer's notations on returned submittal. c. Respond to the Engineer's notations: 1) On transmittal or separate page attached to the Contractor's resubmission transmittal, answer or acknowledge in writing notations or questions indicated by the Engineer on the Engineer's transmittal form returning reviewed submission to the Contractor. 2) Identify each response by question or notation number established by the Engineer. 3) If the Contractor does not respond to each notation or question, resubmission will be returned without action by the Engineer until the Contractor provides written response to the 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 the Engineer 2) The Engineer's responsibility for variations or revisions is established in Article 6.17 of General Conditions. 60549334 01 33 10-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 1.3 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. 2. If the Engineer has responded to Written Clarification/Interpretation/Request submitted by the Contractor, the Contractor shall include the 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 in accordance with Paragraph 6.05 of General — Conditions. 2. Submit with other scheduled submittals for material or equipment allowing time for the Engineer to evaluate additional information required to be submitted. 3. If the Contractor requests to substitute for material or equipment specified, but not — identified in Specification as requiring submittals, the Contractor shall indicate substitution submittal in Submittal Schedule. 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 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. If Drawings prepared by the Engineer are used in preparation of Shop Drawings, remove the Engineer's identification. _ 3. Provide 8 in. by 3 in. blank space for the Contractor's and Engineer's stamps. 4. Submittals: a. Submit 6 paper copies. — b. Maximum drawing size: 24 inch by 36 inch. c. Submit 1 electronic copy, in .PDF format on a CD or via e-mail,with paper copies. 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. 60549334 01 33 10-4 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. 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 the Engineer or the Owner 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 the 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 the Contractor's option and depending upon nature of anticipated response from the Engineer, initial submittal of samples may be preliminary or final submittal. b. Preliminary submittal, of single set of samples, required where Specification's indicate the 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 the Engineer's"Action"noted. c. Final Submittals: Submit 3 sets of samples in final submittal, 1 set will be returned. -- 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. 60549334 01 33 10-5 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 3. Distribution: — a. Unless otherwise required in Specifications, test results shall be submitted to the Engineer's field office or if the Engineer has no field office to the 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 the Engineer, marked "No Exceptions Taken" or "Make — Corrections Noted". b. In addition to copies desired for the Contractor's use, furnish 2 executed copies. Provide 2 additional copies where required for maintenance data. 2. Survey Data(If Applicable): a. Refer to Specification sections for requirements on property surveys, building or structure condition surveys, field measurements, quantitative records of actual — Work, damage surveys, photographs, and similar data. Copies will not be returned. 1) Survey Copies: 2 copies.2) Final Property Survey: 10 copies. 3) Condition Surveys: 2 copies. 3. Certifications: a. Refer to Specification sections for requirement on submittal of certifications. Submit 6 copies. Certifications are submitted for review of conformance with specified requirements and information. 4. 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. 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 USB drive if approved by the Engineer. 60549334 01 33 10-6 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. I. 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 the Engineer's action stamp to: a. Job site file. b. Record documents file. 1.4 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, the Engineer will review each submittal, mark with appropriate action, and return. Where submittal must be held for coordination, the Engineer will so advise the Contractor without delay. b. The Engineer will stamp each submittal with uniform, self-explanatory action stamp, appropriately marked with submittal action. 2. Notification of Insufficient Information: a. If information submitted is not sufficient to complete review of submittal, the Engineer will send transmittal to the Contractor notifying the Contractor that additional information is required. b. Submittal will be placed in an"On Hold"status and not returned until the Contractor provides additional information. 3. Unsolicited Submittals: The Engineer will return unsolicited submittals to the Contractor without reviewing. 60549334 01 33 10-7 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 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 the Engineer's 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: Amend and Resubmit. a. Returned for Resubmittal: When submittals are marked as "Amend 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 the 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 *** 60549334 01 33 10-8 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 01 45 50 TESTING LABORATORY SERVICES PART 1 GENERAL 1.01 PERFORMANCE REQUIREMENTS A. Employ and pay for services of testing laboratory approved by the Owner and th Engineer to perform specified services and testing as described in Specifications. 1. Employment of laboratory shall, in no way, relieve the Contractor from his abligations to perform Work of Contract. B. Related Requirements in Other Parts of Contract Documents: 1. Inspections and testing required by laws, ordinances, rules, regulations, orders or approvals of public authorities, Conditions of Contract. 1.02 QUALIFICATION OF LABORATORY A. Meet basic requirements of ASTM E329. B. Authorized to operate in state in which Project is located. C. Testing Equipment: 1. Calibrated at reasonable intervals by devices of accuracy traceable to either a. National Bureau of Standards. b. Accepted values of natural physical constants. 1.03 LABORATORY DUTIES A. Cooperate with the Engineer and the Contractor; provide qualified personnel to perform Work after due Notice to Proceed. B. Perform specified inspections, secure samples, and test materials. 1. Comply with specified standards. 2. Ascertain compliance of materials with Contract Documents. C. Promptly notify the Engineer and the Contractor of observed irregularities or deficiencies of Work, equipment or material. D. Promptly submit written report of each test and inspection; one copy each to :he Engineer, Owner, material supplier and Contractor, and one copy to record document file Each report shall include following: 1. Date issued. 2. Project title and number. 3. Testing laboratory name, address and telephone number. 4. Name and signature of laboratory inspector. 5. Date and time of sampling or inspection. 6. Record of temperature and weather conditions if test performed in field. 7. Date of test. 8. Identification of product and Specification section. 60549334 01 45 50-1 FY 2021 SANITARY SEVER GATEWELL RE PAIRS-PHASE I 9. Location of sample or test in Project. 10. Type of inspection or test. 11. Results of tests and compliance with Contract Documents. 12. Interpretation of test results, when requested by the Engineer E. Perform additional tests as required by the Engineer or the Contractor. 1.04 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY .� A. Laboratory is not authorized to: 1. Release, revoke, alter or enlarge on requirements of Contract Documents. 2. Approve or accept any portion of Work. 3. Perform duties of the Contractor. 1.05 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel and provide access to Work. B. Provide to laboratory preliminary design mix proposed to be used for concrete and other material mixes which require control by testing laboratory. C. Furnish copies of product test reports. _ D. Furnish incidental labor and facilities. 1. Provide access to Work to be tested. 2. Obtain and handle samples at Project site or at source of product to be tested. 3. Facilitate inspections and tests. 4. Store and cure test samples. E. Notify laboratory and the Engineer sufficiently in advance of operations to allow for laboratory assignment of personnel and scheduling of tests. 1. When tests or inspections cannot be performed after such notice, reimburse Owner for laboratory personnel and travel expenses incurred due to the Contractor's negligence. F. Make arrangements with laboratory and pay for additional samples and tests required for the '- Contractor's convenience. G. Employ and pay for services of testing laboratory to perform additional inspections, sampling and testing required when initial tests indicate Work does not comply with Contract Documents. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) *** END OF SECTION ** 60549334 01 45 50-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 01 45 51 TESTING PART 1 GENERAL 1.01 SUMMARY A. Measurement and Payment: 1. Testing and furnishing of samples required to be provided by the Contractor will not be paid for separately but shall be considered incidental to unit price of item to which it applies unless called for specifically to be paid separately in the Bid Items. B. The Contractor shall employ services of independent testing laboratory approved by the Owner to perform testing as described in the SUDAS specifications and the testing detailed in these specifications. C. The Contractor shall cooperate with the Engineer to facilitate execution of assurance testing deemed necessary by the Engineer. 1.02 SYSTEM DESCRIPTION A. Production Testing: 1. Materials produced off-site and incorporated into Work shall comply with the Contract Documents. a. Provide certifications of compliance. 2. On-site testing to confirm that material or equipment comply with Contract Document shall be provided by the Contractor. a. On-site testing to confirm that methods used by the Contractor result in conformance with Contract Documents shall be provided by the Contractor. The Engineer will not perform production testing, but the Contractor shall inform the Engineer of production testing schedule so the Engineer, at the Engineer's option, may observe testing. _ b. The Contractor is responsible that materials and completed construction comply with Contract Documents. B. Assurance Testing: 1. Testing performed on-site an independent testing laboratory to determine if the Contractor's work or materials comply with Contract Documents. 2. Materials used for assurance testing shall be furnished by the Contractor. The Contractor shall provide labor and equipment needed to provide access to areas for assurance testing. This includes, but is not limited to, excavation of backfill to various depths for testing. 3. Density of subgrades, trench backfill and crushed stone bases/surfaces. a. The Contractor shall employ an independent testing laboratory to gather, test and report on representative earth samples and to provide results of Standard Proctor Density test in accordance with Iowa DOT Materials Laboratory Test Method 103. -- Samples tested shall be representative of earth materials used for backfilling structures and trenches. 60549334 01 45 51-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I b. The Contractor shall employ an independent testing laboratory to gather representative crushed stone base/surface materials and provide the results of Standard Proctor Density test in accordance with Iowa DOT Materials Laboratory Test Method 103. 4. In-field nuclear density and moisture testing will be performed by the Engineer. 5. All proctor testing for hauled material is the responsibility of the Contractor. C. Results of assurance testing or production testing provided by the Contractor shall, in no way, relieve the Contractor of obligations to comply with Contract Documents. PART 2 MATERIALS (Not Used) i PART 3 EXECUTION (Not Used) ' ** END OF SECTION ** * 60549334 01 45 51-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 01 50 00 TEMPORARY FACILITIES 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 "RTL" shall be as defined in OSHA Regulation 1910.7. 2. Terms "listed" and "labeled" shall be as defined in National Electrical Code (NEC), Article 100. — B. Regulatory Requirements: 1. National Electrical Code (NEC): Components and installation shall comply with National Fire Protection Association (NFPA) 70. C. Comply with federal,state,and local codes and regulations,and with utility company requirements. PART 2 PRODUCTS 2.01 TEMPORARY ELECTRICITY AND LIGHTING A. General: 1. Temporary lighting shall be sufficient to enable the Contractor and Subcontractors to complete Work and enable the Engineer to observe Work as it is being performed. Illumination shall meet or exceed state code requirements. B. Responsibilities: 1. Provide, maintain,and remove temporary electric service facilities as required for Contractor activities. Coordinate with local utility if required. 2. Facilities exposed to weather shall be weatherproof type and electrical equipment enclosure locked to prevent access by unauthorized personnel. 3. Pay for installation of temporary services including poles,transformer charges,and metering. 4. Arrange with local electric utility for temporary electric service subject to their requirements and approval. 5. Register temporary meter in the Contractor's name. 6. Provide and maintain lamps, wiring, switches, sockets, and similar equipment required for temporary lighting and small power tools. 7. Provide and pay for service to temporary offices. 2.02 TEMPORARY TELEPHONE SERVICE A. Arrange with local telephone company to provide telephone service throughout duration of Work. B. Locate telephone in Project construction office for local calls. 60549334 01 50 00-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 2.03 WATER FOR CONSTRUCTION —' A. Water is not available at Project site. The Contractor shall provide water, if required, to perform construction operations. — 2.04 WATER FOR TESTING A. The Contractor shall provide water necessary for testing prior to acceptance of Work, unless — specifically stated otherwise in Specifications for equipment, system or facility. 2.05 SANITARY FACILITIES A. Sanitary facilities will not be provided by the Owner.The Contractor shall provide sanitary facilities at his own cost. B. Temporary sanitary toilet facilities shall conform to state and local health and sanitation regulations, in sufficient number for use of the Engineer's, the Contractor's and Subcontractor's employees. C. Maintain in sanitary condition and provide supply of toilet paper. 2.06 TEMPORARY FIRE PROTECTION A. Provide and maintain in working order,minimum of one fire extinguisher at each work location,and such other fire protective equipment and devices as would be reasonably effective in extinguishing fires during early stages by personnel at Project site. 2.07 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. B. Maintain the 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. 2.08 SECURITY A. Security will not be provided by the Owner. B. The 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 the Contractor's and the Owner's interests. 2.09 TEMPORARY PARKING — A. There shall be no parking on Project site outside of active work area unless designated or approved by the Owner. B. Make arrangements and pay for parking area for employee's vehicles. 2.10 TEMPORARY FENCING — A. Provide temporary fencing sufficient to prevent trespass by the 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. 60549334 01 50 00-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI - 2.11 FIELD OFFICES AND BUILDINGS A. If required by the Contractor, erect where designated by the Owner, and maintain in good condition,temporary field office,tool, and storage building(s)or trailer(s)for the Contractor's use. 1. Tool storage building(s) or trailer(s) shall be of ample size to provide space for tools and equipment. 2. Building(s) or trailer (s) shall be neat and well constructed, surfaced with plywood, drop siding, masonite, or other similar material, well painted and void of advertisements. PART 3 EXECUTION 3.01 GENERAL A. Maintain and operate systems to ensure continuous service. B. 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. 3.03 DAMAGE TO EXISTING PROPERTY A. The Contractor is responsible for replacing or repairing damage to existing buildings, structures, '— sidewalks, roads, parking lot surfacing, and other existing assets. B. The Contractor shall have option of having the Owner contract for such Work and have cost deducted from Contract price. * END OF SECTION ** * 60549334 01 50 00-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 Nationall, 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, <<rticle 100. B. Regulatory Requirements: 1. National Electrical Code(NEC): Components and installation shall comply with National Fire Protection Association (NFPA) 70. C. Comply with federal,state,and local codes and regulations,and with utility company requirements. PART 2 PRODUCTS 2.01 WATER FOR CONSTRUCTION A. Water is not available at Project site. Make arrangements and pay costs to obtain s citable water. 2.02 WATER FOR TESTING A. CONTRACTOR shall provide water necessary for testing prior to acceptance of ''Nork, 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 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 reasonat ly 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 condit on necessary to carry out construction operations, B. Maintain City'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. 60549334 01 50 10-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 2.06 SECURITY A. Security will not be provided by City. 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 City'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. 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. 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 City contract for such Work and have cost deducted from Contract price. """ END OF SECTION * * * 60549334 01 50 10-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 01 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: 1. Consider Work specified in this section incidental and include payment as part of appropriate lump sum or unit prices specified in Bid Form. 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 City 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. C. If temporary heating devices are necessary for protection of Work,they shall not cause air pollution. 1.06 THAWING OF FROZEN GROUND 60549334 01 57 00-1 FY 2021 SANITARY SEWER GATEWEL REPAIRS-PHASE I 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 City. 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,City'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 City prior to installation. Submit containment provisions to City for approval. —' C. Report spills or leaks from fueling equipment or construction equipment to City and cleanup as required. D. City may require CONTRACTOR to remove damaged or leaking equipment from Project site. 60549334 01 57 00-2 FY 2021 SANITARY SEWER GATEWEL REPAIRS-PHASE I 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 ** 60549334 01 57 00-3 FY 2021 SANITARY SEWER GATEWEL REPAIRS-PHASE I SECTION 01 60 10 MATERIAL AND EQUIPMENT PART 1 GENERAL 1.01 SUBSTITUTIONS AND "OR EQUAL" ITEMS A. General: 1. When equipment or material is specified by naming 1 or more equipment manufacturers or material suppliers and followed by words"no substitution permitted"or similar wording,the Contractor shall provide one of named manufacturers or suppliers. B. Substitutions: 1. For material or equipment specified by naming one or more equipment manufacturers or material suppliers and not followed by words"or equal,"the Contractor shall submit request for substitution in accordance with Section 01 33 10 for equipment or manufacturer not specifically named. 2. The Contractor's requests for changes in equipment and materials from those required by Contract Documents are considered "requests for substitutions" and subject to the Contractor's representations and review provisions of Contract Documents when one or more of following conditions are satisfied. a. Where required equipment or material cannot be provided within Contract Time, but not as result of the Contractor's failure to pursue Work promptly or coordinate various activities properly. b. Where packaging of several items of equipment from single source will provide maintenance and coordination advantages to the Owner. c. When the Contractor proposes to provide substitute equipment or material to provide the Owner with cost savings. C. "Or Equal": For material or equipment specified by naming one or more equipment manufacturer followed by the words"or equal",the Contractor shall submit in accordance with Section 01 33 10 for equipment or manufacturer not specifically named. The Engineer will review submittal in accordance with Section 01 33 10. D. Conditions which are not substitutions: 1. Requirements for substitutions do not apply to the Contractor options on materials and equipment provided for in Specifications. 2. Revisions to Contract Documents, where requested by the Owner or the Engineer, are "changes" not"substitutions." 3. The Contractor's determination of and compliance with governing regulations and orders issued by governing authorities do not constitute substitutions or basis for Change Orders, except as provided for in Contract Documents. 1.02 REUSE OF EXISTING MATERIAL A. Except as specifically indicated or specified, do not use materials and equipment removed from existing structure(s) in new Work. B. For material and equipment specifically indicated or specified to be reused in Work: 60549334 01 60 10-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 1. Use special care in removal,handling,storage,and reinstallation to ensure proper function in completed Work. 2. Arrange and pay for transportation,storage, and handling of products which require off-site storage, restoration or renovation. 3. Off-site storage areas and buildings shall conform to requirements of this section. 1.03 MANUFACTURER'S INSTRUCTIONS A. Installation of equipment and materials shall comply with manufacturer's instructions. Obtain and distribute printed copies of such instructions to parties involved in installation, including 2 copies to the Engineer. 1. Maintain one set of complete instructions at Site during installation and until completion of Work. B. Handle,store, install,connect,clean,condition,and adjust materials and equipment in accordance with manufacturer's written instructions and in conformance with Specifications. 1. If Site conditions or specified requirements conflict with manufacturer's instructions, consult the Engineer for further instructions. Do not proceed with Work without written instructions. 1.04 TRANSPORTATION AND HANDLING A. Arrange deliveries of materials and equipment in accordance with construction Progress Schedule; coordinate to avoid conflict with Work and conditions at site. 1. Deliver materials and equipment in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. 2. Protect bright machined surfaces,such as shafts and valve faces,with heavy coat of grease prior to shipment. 3. Upon delivery, inspect shipments to ensure compliance with Contract Documents and approved submittals, and materials and equipment have been protected and are undamaged. B. Provide equipment and personnel to handle materials and equipment by methods recommended by manufacturer to prevent soiling or damage to materials or equipment, or their packaging. 1.05 STORAGE, PROTECTION AND MAINTENANCE A. The Owner assumes no responsibility for damage or loss due to storage of materials and equipment. B. Interior Storage: 1. Store with seals and labels intact and legible. 2. Store materials and equipment subject to damage by elements in weathertight enclosures. 3. Maintain temperature and humidity within ranges required by manufacturer's instructions. C. Exterior Storage: 1. Store fabricated materials and equipment above ground, on blocking or skids, to prevent soiling or staining. Cover materials and equipment subject to deterioration with impervious sheet coverings. Provide ventilation to avoid condensation. 2. Store loose granular materials in well-drained area on solid surfaces to prevent mixing with foreign matter. 60549334 01 60 10-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 3. Store materials such as pipe, reinforcing steel, structural steel, and equipment on pallets or — racks, off ground. D. Inspection and Maintenance: 1. Arrange storage to provide easy access for inspection, maintenance, and inventory. 2. Make periodic inspections of stored materials and equipment to ensure materials and equipment maintained under specified conditions are free from damage or deterioration,and coverings are in-place and in condition to provide required protection. 3. Perform maintenance on stored material and equipment in accordance with manufacturer's written instructions and in presence of the Owner or the Engineer. a. Notify the Engineer 24 hours before performance of maintenance. b. Submit report of completed maintenance and condition of coverings to the Engineer with each Application for Payment. c. Failure to perform maintenance, to notify the Engineer of intent to perform maintenance or to submit maintenance report may result in rejection of material or equipment. — E. Assume responsibility for protection of completed construction and repair and restore damage to completed Work equal to original condition. F. Wheeling of loads over finished floors,with or without plank protection, is not permitted in anything except rubber-tired wheelbarrows, buggies, trucks or dollies. This applies to finished floors and exposed concrete floors,as well as those covered with composition tile or other applied surfacing. G. Where structural concrete is also finished surface, avoid marking or damaging surface. 1.06 SPECIAL TOOLS, SPARE PARTS AND LUBRICATING EQUIPMENT A. Furnish, in accordance with manufacturer's recommendations,special tools required for checking, testing, parts replacement, and maintenance. Special tools are those specially designed or adapted for use on parts of equipment, and not customarily and routinely carried by maintenance mechanics. 1. Tools and lubricating equipment shall be of quality compatible to equipment manufacturer has furnished. B. Deliver to the Owner before operating personnel have been instructed in operation, repair and maintenance of equipment and unit is placed in operation. C. Mark spare parts and special tools to identify associated equipment by name, equipment,and part number. Package parts for protection against damage during shipping, handling and storage. Ship spare parts and special tools in boxes marked to indicate contents. 1.07 LUBRICATION A. Where lubrication is required for proper operation of equipment, incorporate necessary and proper provisions in equipment in accordance with manufacturer's requirements. 60549334 01 60 10-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI PART 2 PRODUCTS 2.01 MATERIALS AND EQUIPMENT A. Material and Equipment Incorporated into Work: 1. Conform to applicable specifications and standards. 2. Comply with size, make, type, and quality specified or as approved by Submittal. B. Manufactured and Fabricated Materials and Equipment: 1. Design, fabricate, and assemble in accordance with engineering and shop practices standard with industry. 2. Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable. — 3. Two or more items of same kind shall be identical, by same manufacturer. 4. Material and equipment shall be suitable for service conditions. 5. Equipment capabilities, sizes, and dimensions shown or specified shall be adhered to, unless variations are specifically approved, in writing. 6. Equipment shall be adapted to best economy in power consumption and maintenance. Parts and components shall be proportioned for stresses occurring during continuous or intermittent operation,and for additional stresses occurring during fabrication or installation. 7. Design so working parts are readily accessible for inspection and repair, easily duplicated, and replaced. C. Do not use material or equipment for purpose other than for which it is designed or specified. — PART 3 EXECUTION 3.01 FIELD QUALITY CONTROL; INSTALLATION, INSTRUCTIONAL, AND POST STARTUP SERVICES A. General: 1. Provide on-site services of Supplier's representatives for equipment provided by the Contractor during construction, installation, equipment startup, and training of the Owner's — personnel for equipment or sewerage operation as specifically required in Specification section for equipment or system. 2. Include and pay costs for Supplier's services. — 3. Workday is defined as 8-hour period during the Owner's or the Contractor's typical calendar day. Workday for purposes of this section does not include travel to or from Site. 4. Specifications include minimum mandays to provide basis for bidding. If additional time is required to perform services the Contractor shall include that time in Contract Price. — B. Installation Services: 1. Where installation services are called for in Specifications, provide competent and experienced technical representatives of manufacturers of material or equipment and systems to resolve assembly or installation procedures attributable to, or associated with, equipment furnished. — 2. After equipment is installed, representatives shall perform initial equipment and system adjustment and calibration to conform to Specifications and manufacturer's requirements and instructions. 60549334 01 60 10-4 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 3. Provide"Certificate of Installation Services"stating proper adjustments have been made to equipment or system and equipment or system is ready for startup and system demonstration. Use form in Project Forms and furnish 2 copies to the Engineer. C. Instructional Services: 1. Do not start Instructional Services until Installation Services have been completed. 2. Where Instructional Services are called for in Specifications, provide competent and experienced technical representative of Supplier to provide detailed instructions to the Owner's personnel for operation of equipment. Training services shall include operation and maintenance of instrumentation and equipment in classroom and on-site. Training shall include electrical, mechanical, and safety aspects of equipment. — 3. Submit documentation identifying name of specific representative,factory authorization,and background of named individual(s)to conduct training. Submit information 30 days before scheduled training period for review and approval by the Engineer. 4. Coordinate training periods with the Engineer and the Owner and Supplier's representatives. a. No training shall be conducted unless instructor has been approved by the Engineer. b. Notify the Engineer at least 48 hours before training sessions are to begin so the Engineer can make arrangements with the Owner's operating personnel. c. Reschedule canceled training sessions 48 hours in advance. d. Failure of Supplier's or manufacturer's representative to appear for scheduled training, failure to notify the Engineer 24 hours in advance of need to cancel scheduled training -_ or failure to arrive within 30 min of start of scheduled training shall result in reimbursement to the Owner for time lost by the Owner's personnel in waiting for arrival of manufacturer's representative. Except in case of failure to arrive on time, time will not exceed 1 hr for each employee scheduled to receive training. Failure to arrive on time will be reimbursed by actual time late, up to 1 hr, after 1 hr training will be rescheduled. e. Failure of Supplier's or manufacturer's representative to appear for scheduled training, failure to notify the Engineer 24 hours in advance of need to cancel scheduled training or failure to arrive within 30 min of start of scheduled training shall result in reimbursement to the Owner for expenses and time incurred by the Engineer in traveling and time spent on-site. Minimum time billed shall be 8 hours. 5. Similar types of equipment differing in model,size or manufacturer shall require equal service time as stated in specific Specification section. 6. O&M data shall constitute basis of instruction. a. Review data contents with personnel in full detail to explain aspects of operations and maintenance. 7. Instructional Services shall be completed before start of system demonstration as required. 8. Provide "Certificate of Instructional Services", cosigned by the Owner and Supplier's representative, verifying training has been accomplished to satisfaction of each party. Use form in Project Forms and furnish 2 copies to the Engineer. *** END OF SECTION * 60549334 01 60 10-5 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I CERTIFICATE OF INSTALLATION SERVICES (Reference Specification Section 01 60 10) Project Equipment Specification Section Contract I hereby certify the equipment supplier/manufacturer has inspected this equipment and that it has been properly installed, adjusted, and calibrated. I further certify this equipment may now be operated for test purposes and/or normal use. MANUFACTURER'S REPRESENTATIVE Signature Date Name(print) Title Representing CONTRACTOR Sig nature Date Name(print) Title This form shall be completed and submitted to the Engineer prior to training of the Owner's personnel. 60549334 01 60 10-6 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I CERTIFICATE OF INSTRUCTIONAL SERVICES (Reference Specification Section 01 60 10) Project Equipment Specification Section Contract I hereby certify that the equipment supplier/manufacturer has instructed the Owner's personnel in the startup operation and maintenance of this equipment as required in the Specifications. CONTRACTOR Signature Date Name(print) Title OWNER I hereby certify that my operating personnel received_days of instruction from for startup,operation, and maintenance of this equipment. Signature Date Name(print) Title Representing COMMENTS: 60549334 01 60 10-7 FY 2021 SANITARY SEWER GATEWELL - REPAIRS-PHASEI CERTIFICATE OF POST STARTUP SERVICES (Reference Specification Section 01 60 10) Project Equipment Specification Section — Contract I hereby certify that the equipment supplier/manufacturer has inspected this equipment, made adjustments and calibrations, and that it is operating in conformance with the design, Specification, and manufacturer's requirements. Notation of improper operation shall be detailed and recommendations made and attached to this form. MANUFACTURER'S REPRESENTATIVE Signature Date — Name (print) Title Representing CONTRACTOR Signature Date Name (print) Title — OWNER I hereby certify that the equipment supplier/manufacturer has inspected this equipment and made adjustments and calibrations. Signature Date — Name(print) Title COMMENTS This form shall be submitted to the Owner upon completion of 1-year reinspection as required by the — Specifications. 60549334 01 60 10-8 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 01 66 10 DELIVERY, STORAGE AND HANDLING PART 1 GENERAL 1.01 GENERAL: A. This Section specifies the general requirements for the delivery handling, storage and protection for all items required in the construction of the work. Specific requirements, if any, are specified with the related item. 1.02 TRANSPORTATION AND DELIVERY: A. Transport and handle items in accordance with manufacturer's printed instructions. B. Before shipping to the Site, contact the Engineer, in writing, giving at least fourteen (14) Days prior notice to enable the Engineer or its authorized inspector to inspect the equipment if necessary. Assemble the complete unit in the factory for inspection by the Engineer or its authorized inspector. Do not ship the equipment until the Engineer has completed its inspection. C. Schedule delivery to reduce long term on-site storage prior to installation and/or operation. Under no circumstances shall equipment be delivered to the site more than one month prior to installation without written authorization from the Engineer or Owner. D. Ship equipment, material and spare parts complete except where partial disassembly is required by transportation regulations or for protection of components. E. Pack spare parts in containers bearing labels clearly designating contents and pieces of equipment for which intended. All spare parts shall be cross-referenced to their applicable the Specification Section. F. Carefully pack and crate equipment for shipment. Protect polished and machined metal -` surfaces from corrosion and damage during shipment and installation. Specially pack electrical equipment to prevent damage by moisture. Cover equipment having exposed bearings and glands to exclude foreign matter. Carefully pack machines for shipment and protect electrical equipment from moisture damage. Protect bearings, seals and glands from grit and dirt. G. Identify each component with durable identifying labels or tags securely attached to each piece of equipment, crate or container. H. Finished surfaces of all exposed flanges shall be protected by fiberboard blank flanges strongly built and securely bolted thereto. I. Deliver spare parts at same time as pertaining equipment. Deliver spare parts to Owner after completion of work. J. Coordinate delivery with installation to ensure minimum holding time for items that are hazardous, flammable, easily damaged or sensitive to deterioration. K. Deliver products to the site in manufacturer's original sealed containers or other packing systems, complete with instructions for handling, storing, unpacking, protecting and installing. 60549334 01 66 10-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I L. Assume responsibility for equipment material and spare parts just before unloading from carrier at site. M. All items delivered to the site shall be unloaded and placed in a manner which will not hamper — the Contractor's normal construction operation or those of Subcontractors and other contractors and will not interfere with the flow of necessary traffic. N. Provide equipment and personnel to unload all items delivered to the site. — O. Promptly inspect shipment to assure that products comply with requirements, quantities are correct, and items are undamaged. For items furnished by others (i.e. Owner, other — contractors), perform inspection in the presence of the Engineer or Owner. Notify Engineer or Owner verbally, and in writing, of any problems. P. Pay all demurrage charges if failed to promptly unload items. — 1.03 STORAGE AND PROTECTION: A. Store and protect products and equipment in accordance with the manufacturer's instructions, with seals and labels intact and legible. Storage instruction shall be studied by the Contractor and reviewed with the Engineer or Owner by him. Instructions shall be carefully followed and a written record of this kept by the Contractor for each product and pieces of equipment. — B. Arrange storage of products and equipment to permit access for inspection. Periodically inspect to make sure products and equipment are undamaged and are maintained under specified conditions. — C. Provide protective maintenance during storage consisting of manually exercising equipment, inspecting mechanical surfaces for signs or corrosion or other damage, lubricating, applying any coatings as recommended by the equipment manufacturer necessary for its protection and all other precautions to assure proper protection of all equipment stored and for compliance with manufacturers' requirements related to warranties. Log all protective maintenance for each piece of equipment in the written record noted above. — D. Store loose granular materials on solid flat surface in a well-drained area. Prevent mixing with foreign matter. E. Cement and lime shall be stored under a roof and off the ground and shall be kept completely dry at all times. All structural, miscellaneous and reinforcing steel shall be stored off the ground or otherwise to prevent accumulation of dirt or grease, and in a position to prevent _ accumulations of standing water and to minimize rusting. Beams shall be stored with the webs vertical. Precast concrete shall be handled and stored in a manner to prevent accumulations of dirt, standing water, staining, chipping or cracking. F. All mechanical and electrical equipment and instruments shall be covered with canvas and stored in a weathertight building to prevent injury. The building may be a temporary structure on the site or elsewhere, but it shall be satisfactory to the Owner. Building shall be provided with adequate ventilation to prevent condensation. Maintain temperature and humidity within — range required by manufacturer and to prevent condensation on the equipment being stored. 1. All equipment shall be stored fully lubricated with oil, grease and other lubricants unless _ otherwise instructed by the manufacturer. 60549334 01 66 10-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 2. Moving parts shall be rotated a minimum of once weekly to insure proper lubrication and to avoid metal-to-metal "welding". Log all rotation maintenance for each piece of equipment in the written record noted above. 3. Upon installation of the equipment, the Contractor shall start the equipment, at least half load, once weekly for an adequate period of time to ensure that the equipment does not deteriorate from lack of use. Log all startup for each piece of equipment in the written record noted above. 4. Lubricants shall be changed upon completion of installation and as frequently as required thereafter during the period between installation and acceptance. New lubricants shall be put into the equipment at the time of acceptance. 5. Prior to acceptance of the equipment, the Contractor shall have the manufacturer inspect the equipment and certify that its condition has not been detrimentally affected by the long storage period. Such certifications by the manufacturer shall be deemed to mean that the equipment is judged by the manufacturer to be in a condition equal to that of equipment that has been shipped, installed, tested and accepted in a minimum time period. As such, the manufacturer will guaranty the equipment equally in both instances. If such a certification is not given, the equipment shall be judged to be defective. It shall be removed and replaced at the Contractor's expense. -- PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) *** END OF SECTION ** * 60549334 01 66 10-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 01 78 23 OPERATION AND MAINTENANCE (O&M) DATA PART 1 GENERAL 1.01 SUMMARY A. Compile data and related information in manuals appropriate for the Owner's operation and maintenance(O&M) of each item of equipment identified in other Specification sections. 1.02 QUALITY ASSURANCE A. Preparation of data shall be performed by personnel: 1. Trained and experienced in O&M of described equipment. 2. Familiar with requirements of this section. 3. Skilled as technical writer to extent required to communicate essential data. 4. Skilled as drafter competent to prepare required drawings. 1.03 FORM OF MANUALS A. Components: 1. Size: 8-1/2 in. by 11 in., or 11 in. by 17 in. folded, with standard 3-hole punching. 2. Paper: 20-lb minimum, white, for typed pages. 3. Text: Manufacturer's printed data,or neatly typewritten. Handwritten data is not acceptable. 4. Drawings: a. Bind in with text. b. Fold larger drawings and place in clear plastic pockets punched for inserting into binder. Place identification on outside of each pocket. B. Cover Label: Label each binder cover and spine with typed or printed title "OPERATION AND MAINTENANCE INSTRUCTIONS" and following: 1. Project title. 2. Name(s)of applicable building(s)or structure(s)as shown on Drawings in which equipment located. 3. Name of equipment as set forth in Contract Documents. 4. Specification section number for equipment as set forth in Contract Documents. C. Binders: 1. Commercial quality D-Ring binder with durable and cleanable plastic covers. Paperboard and laminated paperboard covers are not acceptable. 2. Do not fill binders to more than 75% of capacity. 3. When multiple binders are used for an item of equipment, organize contents into related groupings. Each binder cover shall bear identification of specific contents. 1.03 SUBMITTAL SCHEDULE -- A. Submit 6 copies of complete O&M data, bound in binders bearing identification label, for review within 30 days after time the Contractor receives approved Shop Drawings and other submittals for equipment from the Engineer. 60549334 01 78 23-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI B. The Engineer's review and acceptance of O&M data will be only for conformance with requirements of this section, for form of submittal and organization of data and completeness of information provided, but not for technical content or coordination between individual suppliers of equipment or system(s). — C. The Contractor shall review O&M submittal and complete Form 1, Contractor Submittal Form, attached to this section indicating requirements of this section have been met before submitting to the Engineer. The Engineer will reject submittals without completed Form 1. D. The Engineer will be sole judge of completeness of data. 1.04 PAYMENTS A. Progress payment for equipment delivered,stored or installed under these Contract Documents will not be made until O&M data is approved by the Engineer. — B. Progress payments for control systems packaged with equipment will not be made until O&M data incorporated into equipment and control system manual is approved by the Engineer. — PART 2 PRODUCTS (Not Used) PART 3 EXECUTION — 3.01 GENERAL CONTENTS OF DATA A. Each manual shall contain equipment data pertaining to not more than one Specification section number indicated in Contract Documents. B. Title Sheet: First page in data listing following: !-- 1. Title: "OPERATION AND MAINTENANCE INSTRUCTIONS." 2. Title of Project:As shown on Contract Documents. — 3. Name(s) of applicable building(s) or structure(s) in which equipment is located. 4. Name of equipment as described in Contract Documents. 5. Specification section number for equipment. 6. The Contractor's name, address, and telephone number. _ 7. Subcontractor's name, address, and telephone number if equipment is provided by Subcontractor. 8. The Contractor's or Subcontractor's purchase order number, manufacturer's shop order number or other such numbers required for parts and service ordering. — 9. Manufacturer's name, address, and telephone number. 10. Name, address, and telephone number for local source of supply for parts and service. C. Equipment List: Immediately following title sheet containing following: 1. Completed Form 1, Contractor's Submittal Form. D. Table of Contents: Immediately following equipment list. Arrange in logical, systematic order and shall include as minimum each tabbed divider. Each page shall be numbered. E. Tabbed Dividers: Insert tabbed section dividers between each major section — 60549334 01 78 23-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 1. Provide title of section on each tab. 2. Provide table of contents for each tabbed section, arranged in systematic order. F. Equipment Data Sheets: Provide catalog sheets showing configuration, manufacturer's specifications, models, options, and styles of equipment and major components being provided. Product data sheets will show project specific information with inapplicable information deleted by crossing out or removal. Include in tabbed section(s). G. Text: 1. Include only those sheets applicable to Project. 2. Each sheet shall: a. Identify specific equipment or part installed. b. Identify text applicable to equipment or part installed. c. Do not include inapplicable information. H. Drawings: 1. Supplement text with drawings to clearly illustrate following: a. Equipment and components. b. Relations of component parts of equipment and systems. c. Control and flow diagrams. 2. Actual drawings of equipment from manufacturer. "Typical" drawings are not acceptable, unless they accurately illustrate actual installation. I. Specially written information, as required to supplement text for particular installation. 1. Provide explanation of interrelationships of equipment and components, and effects one component has on another or entire system. 2. Provide overall instructions and procedures for equipment tying in instructions and procedures for separate components into unified instructional package. 3. Provide glossary of special terms used by manufacturer. 4. Organize in consistent format under separate headings for different procedures. 5. Provide logical sequence of instructions for each procedure. J. Copy of each warranty, bond or service contract issued. 1. Provide information sheet for the Owner's personnel to explain following. a. Proper procedures in event of failure or malfunction to prevent voiding warranty. b. Instances affecting validity of warranties or bonds. 3.02 SPECIFIC DATA FOR EACH EQUIPMENT AND SYSTEMS A. For each item of equipment and system include: 1. Completed Equipment Data Form typewritten on copy of Form 2 to Section 01785. 2. Description of equipment and component parts: — a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data, and tests as applicable. c. Complete nomenclature and commercial number of replaceable parts. 60549334 01 78 23-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI d. Complete nameplate data. e. P&ID numbers for equipment as indicated on Drawings. 3. Operating Procedures: — a. Startup, break-in, and normal operating instructions. b. Regulation, control, stopping, shutdown, and emergency instructions. c. Summer and winter operating instructions, as applicable. — d. Special operating instructions. 4. Maintenance Procedures: — a. Routine maintenance operations. b. Guide to troubleshooting. c. Disassembly, repair, and reassembly instructions. — d. Alignment, adjusting, and checking instructions. 5. Servicing and Lubrication Schedule: — a. List of lubricants required and quantity to be applied. b. Schedule of lubrication. c. Schedule for other routine maintenance. — 6. 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. 7. Description of sequence of operation of controls. 8. Manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. a. Predicted life of parts subject to wear. b. Items recommended to be stocked as spare parts and quantities of same. 9. Approved control diagrams such as ladder diagrams, instrumentation loop diagrams, and electrical schematics as appropriate. 10. Bill of material. 11. Other data as required under applicable Specification sections. B. Each electric and electronic system,as applicable to equipment such as switchgear,motor control centers, panel boards, switchboards, starters, breakers, and relays shall include: 1. Description of System and Component Parts: — a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data, rating tables, and tests as applicable.c. Complete nomenclature and commercial number of replaceable parts. d. Complete nameplate data. e. P&ID numbers for equipment as set forth on Drawings. 2. Circuit Directories of Panel Boards: a. Electrical service. b. Controls. 60549334 01 78 23-4 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI c. Communications. 3. Complete instrumentation loop diagrams with tabulated listing of components in each control circuit or loop. 4. Operating Procedures: a. Routine and normal operating instructions. b. Sequences required. c. Special operating instructions. 5. Maintenance Procedures: a. Routine maintenance operations. b. Guide to troubleshooting. c. Disassembly, repair, and reassembly instructions. d. Adjustment and checking instructions. 6. 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. 7. List of original manufacturer's spare parts and recommended quantities maintained in - storage. 8. Other data as required under pertinent sections of Specifications. C. Prepare and include additional data when need for such data becomes apparent during instruction of the Owner's personnel or as requested by the Owner. 60549334 01 78 23-5 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI FORM 1 TO SECTION 01785 Page 1 of 5 CONTRACTOR SUBMITTAL FORM TO: (Engineer) DATE: (Address) SPECIFICATION (City, State, Zip) SECTION TITLE: (Attn:) SECTION NO.: MANUFACTURER/ VENDOR: FROM: (Contractor) NO. OF COPIES (Address) SUBMITTED TO the (City, State, Zip) Engineer: SIGNATURE OF the Contractor: GENTLEMEN: We have checked the O&M manual submittal dated , 20_, and have found it to be in accordance with the requirements of Specification Section 01785 as noted below. FORMAT Size: 8-1/2 x 11 or 11 x 17 Paper: 20-lb minimum Text: Printed data/neatly typed Drawings:Standard size bound in text; in text-size labeled envelopes Tabbed Section Dividers Cover Label: Title Project name Building/structure ID Equipment name Specification section Binders: Plastic Cover 60549334 01 78 23-6 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I FORM 1 TO SECTION 01785 Page 2 of 5 CONTRACTOR SUBMITTAL FORM Provide Not Page d Applicable No. GENERAL CONTENTS One specification only ❑ Title Page -Title - Project title - Building/structure ID - Equipment name - Specification section number - Contractor ID - Subcontractor ID - Purchase order data - Manufacturer ID - Service/parts supplier ID Product List • Table of Contents -! Tabbed Sections - Pertinent data sheets -Annotated as needed Text - Pertinent to project -Annotated • Drawings - Illustrate product and components -Control and flow diagrams 60549334 01 78 23-7 FY 2021 SANITARY SE4/ER GATEWELL REPAIRS-PHASE I FORM 1 TO SECTION 01785 Page 3 of 5 CONTRACTOR SUBMITTAL FORM Provide Not Page d Applicable No. GENERAL CONTENTS 1 Special Information - Interrelationships of equipment and components - Instructions and procedures provided - Instructions organized in consistent format - Instructions in logical sequence -Glossary 1 Warranty, Bond, Service Contract SPECIFIC CONTENTS(EQUIPMENT/SYSTEMS ONLY) Description of Unit and Components - Equipment functions - Normal operating characteristics - Limiting conditions - Performance curves - Engineering data -Test data - Replaceable parts list(with numbers) - Nameplate data - P&ID numbers 11 Operating Procedures -Startup - Routine/normal operation - Regulation and control -Stopping and shutdown - Emergency 60549334 01 78 23-8 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I FORM 1 TO SECTION 01785 Page 4 of 5 CONTRACTOR SUBMITTAL FORM Provide Not Page d Applicable No. SPECIFIC CONTENTS(EQUIPMENT/SYSTEMS ONLY) 7 Operating Procedures (continued) -Seasonal operation - Special instructions 7 Maintenance Procedures _ - Routine/normal instructions -Troubleshooting guide - Disassembly/reassembly/repair _ 7 Servicing and Lubrication - List of lubricants - Lubrication schedule - Maintenance schedule 7 Safety Precautions/Features 7 Sequence of Operation of Controls 7 Assembly Drawings 7 Parts List and Illustrations - Predicted life -Spare parts list 7 Control Diagrams/Schematics 7 Bill of Materials 7 Completed Equipment Data Form per Spec fication 7 Other Data as Required 60549334 01 78 23-9 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I FORM 1 TO SECTION 01785 Page 5 of 5 CONTRACTOR SUBMITTAL FORM Provide Not Page d Applicable No. SPECIFIC CONTENTS(EQUIPMENT/SYSTEMS ONLY) • Description -Equipment functions - Normal operating characteristics - Performance curves - Engineering data -Test data - Replaceable parts list(with numbers) - Nameplate data - P&ID numbers I_i Panel Board Directories - Electrical -Controls -Communications I Instrumentation Loops - Diagrams -Components list each circuit/loop • Maintenance Procedures - Routine/normal instructions -Troubleshooting guide -Disassembly/reassembly -Adjusting and checking -1 Safety Precautions/Features • Spare Parts List Additional Data 60549334 01 78 23-10 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I FORM 2 TO SECTION 01785 Page 1 of 4 EQUIPMENT DATA FORM PROJECT NAME CONTRACT NO. CONTRACTOR EQUIPMENT NO. ASSET NO.* DESCRIPTION MAINT. NO.* LOCATION MANUFACTURER PURCHASED FROM VENDOR ORDER NO. PURCHASE $ DATE OF PURCHASE LOCAL SUPPLIER ADDRESS PHONE NO. MODEL NO. NO. OF UNITS SERIAL NOS. *By Owner 60549334 01 78 23-11 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I FORM 2 TO SECTION 01785 Page 2 of 4 EQUIPMENT DATA FORM NAMEPLATE DATA ELECTRIC MOTOR PUMP/HVAC UNIT MANUFACTURER MANUFACTURER TYPE [ ]AC [ ] DC TYPE HORSEPOWER SIZE RPM CAPACITY VOLTAGE PRESSURE AMPERAGE ROTATION PHASE IMPELLER SIZE FRAME IMPELLER MATERIAL DRIVE/REDUCER OTHER(I8,C) MANUFACTURER MANUFACTURER [ ] GEAR TYPE [ ]V-BELT [ ] CHAIN TYPE [ ]VARIDRIVE SIZE SERVICE FACTOR CAPACITY RATIO RANGE 60549334 01 78 23-12 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I FORM 2 TO SECTION 01785 Page 3 of 4 EQUIPMENT DATA FORM MAINTENANCE SUMMARY EQUIPMENT NO. ASSET NO.* DESCRIPTION MAINT. NO.* MAINTENANCE OPERATION: FREQUENCY: List briefly each Maintenance Operation required and refer to specific List required frequency of information in Manufacturer's Manual, if applicable. Refer by symbol each maintenan,;e operation. to"Lubricant List" for Lubrication Operation. *By Owner 60549334 01 78 23-13 FY 2021 SANITARY SEVER GATEWELL REPAIRS-PHASE I FORM 2 TO SECTION 01785 Page 4 of 4 EQUIPMENT DATA FORM LUBRICANT/RECOMMENDED SPARE PARTS LIST EQUIPMENT NO. ASSET NO.* DESCRIPTION MAINT. NO.* LUBRICANT LIST REFERENCE LUBRICANT TYPE RECOMMENDED LUBRICANT SYMBOL (MILITARY STANDARD) AND MANUFACTURER List symbols in List general lubricant type. List specific lubricant name, viscosity, and "Maintenance manufacturer. Operation" (Page 3). RECOMMENDED SPARE PARTS LIST PART NO. ** DESCRIPTION UNIT QUANTITY UNIT COST ADDITIONAL DATA AND REMARKS * By Owner **Identify parts provided by this contract with two asterisks. Note: Attach additional sheets if necessary; identify each sheet at top with equipment number and description. *** END OF SECTION ** * 60549334 01 78 23-14 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. The 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 one marked up set of Drawings to the Engineer for use in preparation of record drawings. B. Submit with transmittal letter containing following: 1. Date. 2. Project title and number. 3. The Contractor's name and address. 4. Title of record document. 5. Signature of the 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 the Engineer or the Owner. 60549334 01 78 39-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI D. Failure to properly maintain record documents may be reason to delay portion of progress payments until records comply with Contract Documents. 3.02 RECORD DOCUMENTS A. General: 1. Maintain one 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. Size of equipment and location including connections. 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 ** * 60549334 01 78 39-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 02 41 00 DEMOLITION PART 1 GENERAL 1.01 DESCRIPTION: A. Provide demolition of existing conditions as indicated and in compliance with Contract Documents. 1.02 REFERENCES: A. United States Environmental Protection Agency (USEPA): 1. 832: Storm Water Management for Construction Activities: Deg-eloping Pollution Prevention Plans and Best Management Practices. 1.03 DELIVERY STORAGE AND HANDLING: A. Comply with the requirements specified in Section 01 66 10 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 PREPARATION: A. Burning of demolition debris is prohibited. B. Protect existing structures, equipment, and appurtenances to remain. C. Obtain permission from Engineer before abandoning or removing existing structures, materials, equipment and appurtenances. D. Provide fire extinguishers in areas where demolition work is performed by use of an open flame. Exercise necessary precautions for fire prevention. E. Maintain circulation of traffic within area at all times during demolition operatior s. F. Make necessary arrangements with and perform work required by utilit companies and municipal departments for discontinuance or interruption of utility services ddue to demolition work. 3.02 DEMOLITION: A. Demolish and remove existing construction, utilities, equipment, and appurtenances. B. Provide maximum practicable protection from inclement weather for partially dismantled structures. 60549334 02 41 00-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I C. Protect persons and property throughout progress of work. Provide safe working conditions for personnel. D. Wet down work during demolition operations to prevent dust from arising. Minimize spread of dust and airborne particles. E. Complete demolition work on upper levels before disturbing supporting members on lower levels. F. Removed materials, equipment, and appurtenances, not designated for relocation, become property of Contractor and shall be disposed of offsite. 1. Dispose of waste materials in accordance with local/regional/state regulations. 3.03 REPAIR/RESTORATION: A. Repair or remove items that are damaged. Repair and restore items to condition at least equal to that which existed prior to start of work. 3.04 CLOSEOUT ACTIVITIES: A. Provide in accordance with Section 01 78 39. -- *** END OF SECTION ** * 60549334 02 41 00-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 03 30 00 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 DESCRIPTION: A. Provide cast-in-place concrete as indicated and in compliance with Contract Documents. 1.02 REFERENCES: A. American Concrete Institute (ACI): 1. 211.1: Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete 2. 214R: Recommended Practice for Evaluation of Strength Test Results of Concrete 3. 301: Standard Specifications for Structural Concrete 4. 304R: Guide for Measuring, Mixing, Transporting and Placing Concrete 5. 304.2R: Placing Concrete by Pumping Methods 6. 305R: Hot Weather Concreting 7. 306R: Cold Weather Concreting 8. 308: Standard Practice for Curing Concrete 9. 309R: Guide for Consolidation of Concrete 10. 311.4R: Guide for Concrete Inspection 11. 318: Building Code Requirements for Structural Concrete 12. 350: Code Requirements For Environmental Engineering Concrete Structures B. ASTM International (ASTM): 1. A123: Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products 2. A153: Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware 3. C31: Standard Practice for Making and Curing Concrete Test Specimens in the Field 4. C33: Standard Specification for Concrete Aggregates 5. C39: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens 6. C40: Standard Test Method for Organic Impurities in Fine Aggregates for Concrete 7. C42: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete 8. C87: Standard Test Method for Effect of Organic Impurities in Fine Aggregate on Strength of Mortar 9. C88: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate 10. C94: Standard Specification for Ready-Mixed Concrete 11. C109: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in or[50-mm] Cube Specimens) 12. C123: Standard Test Method for Lightweight Particles in Aggregate 13. C136: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates 14. C138: Standard Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete 15. C143: Standard Test Method for Slump of Hydraulic Cement Concrete 16. C150: Standard Specification for Portland Cement 17. C157: Standard Test Method for Length Change of Hardened Hydraulic Cement, Mortar and Concrete 60549334 03 30 00-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 18. C171: Standard Specification for Sheet Materials for Curing Concrete 19. C172: Standard Practice for Sampling Freshly Mixed Concrete 20. C192: Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory — 21. C231: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method 22. C260: Standard Specification for Air-Entraining Admixtures for Concrete 23. C289: Standard Test Method for Potential Alkali-Silica Reactivity of Aggregates —' (Chemical Method) 24. C295: Standard Guide for Petrographic Examination of Aggregates for Concrete 25. C309: Standard Specification for Liquid Membrane-Forming Compounds for Curing — Concrete 26. C311: Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use as a Mineral Admixture in Portland Cement Concrete 27. C494: Standard Specification for Chemical Admixtures for Concrete — 28. C595: Standard Specification for Blended Hydraulic Cements 29. C618: Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete 30. C989: Standard Specification for Ground Granulated Blast-Furnace Slag for Use in — Concrete and Mortars 31. C1017: Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete — 32. C1064: Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete 33. C1107: Standard Specification for Packaged Dry, Hydraulic-Cement Grout(Nonshrink) 34. D75: Standard Practice for Sampling Aggregates — 35. E329: Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials used in Construction C. American Association of State Highway and Transportation Officials (AASHTO): — 1. M182: Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton Mats 1.03 SUBMITTALS: A. Submit the following shop drawings in accordance with Section 01 33 10. B. Product Data: 1. Manufacturer's specifications and instructions including Safety Data Sheets (SDS) for _ admixtures and curing materials. Manufacturer's certification of compatibility of all admixtures. C. Shop Drawings: -- 1. Provide certificate that cement used complies with ASTM C150 and these specifications. 2. Provide certificates that aggregates comply with ASTM C33. Submit gradation analysis with concrete mix designs. 3. Provide certificate of compliance with these specifications from the manufacturer of the concrete admixtures. 4. For each formulation of concrete proposed, prepare mix designs in accordance with ACI — 318, Chapters 4 and 5, except as modified herein. Submit mix design for review by the Engineer at least 15 days before placing of any concrete. 5. Proposed special procedures for protection of concrete under wet weather placement conditions. -- 60549334 03 30 00-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 6. Proposed special procedures for protection and curing of concrete under hot and cold — weather conditions. D. Field Quality Control Submittals —' 1. Provide delivery tickets for ready-mix concrete or weighmasters certificate per ASTM C94, including weights of cement and each size aggregate and amount of water added at the plant and record of pours. Record the amount of water added on the job on the delivery ticket. Water added at the plant shall account for moisture in both coarse and fine aggregate. 1.04 QUALITY ASSURANCE: A. Unless otherwise indicated, materials, workmanship, and practices shall conform to the following standards: 1. ACI 301, "Structural Concrete for Buildings." 2. ACI 318, "Building Code Requirements for Reinforced Concrete." 3. ACI 350, "Code Requirements for Environmental Engineering Concrete Structures." B. Where provisions of pertinent codes and standards conflict with this specification, the more stringent provisions govern. C. Concrete not meeting the minimum specified 28-day design strength shall be cause for rejection and removal from the work. D. Perform concrete work in conformance with ACI 301 unless otherwise specified. E. Do not use admixtures, including calcium chloride, which will cause accelerated setting of cement in concrete. F. Do not place concrete until design mix is accepted by the Engineer. G. Employ an independent testing laboratory, acceptable to the Engineer, to develop concrete mix '— designs. H. The Contractor shall employ an independent testing laboratory to test conformity of materials to specifications. Concrete testing shall be performed by an ACI Concrete Field Technician, Grade I or equivalent. Allow free access to obtain test samples. I. Methods of Sampling and Testing: 1. Fresh Concrete Sampling: ASTM C172 2. Specimen Preparation: ASTM C31 3. Compressive Strength: ASTM C39 4. Air Content: ASTM C231 5. Slump: ASTM C143 6. Temperature: ASTM C1064 7. Unit Weight: ASTM C138 8. Obtaining Drilled Cores: ASTM C42 9. Drying Shrinkage: ASTM C157 J. Acceptance of Structure: Acceptance of completed concrete work requires conformance with dimensional tolerances, appearance and strength as indicated or specified. 60549334 03 30 00-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI K. Hot weather concrete to conform to ACI 305R and as specified herein. L. Cold weather concrete to conform to ACI 306R and as specified herein. M. Reject concrete delivered to job site that exceeds the time limit or temperature limitations specified. N. Do not place concrete in water or on frozen or uncompacted ground. O. Workability 1. Concrete shall be of such consistency and composition that it can be worked readily into the forms and around the reinforcement without excessive vibrating and without permitting the materials to segregate or free water to collect on the surface. 2. Adjust the proportions to secure a plastic, cohesive mixture, and one that is within the specified slump range. 3. To avoid unnecessary changes in consistency, obtain the aggregate from a source with uniform quality, moisture content, and grading. Handle materials to minimize variations in moisture content that would interfere with production of concrete of the established degree of uniformity and slump. — 1.05 DELIVERY, STORAGE, AND HANDLING: A. Provide in conformance with Section 01 66 10 and as specified herein. — B. Deliver concrete to discharge locations in watertight agitator or mixer trucks without altering the specified properties of water-cement ratio, slump, air entrainment, temperature and homogeneity. C. Reject concrete not conforming to specification, unsuitable for placement, exceeding the time or temperature limitations or not having a complete delivery batch ticket. — 1.06 SITE CONDITIONS: A. Do not place concrete until conditions and facilities for making and curing control test specimens are in compliance with ASTM C 31 and as specified herein. PART 2 PRODUCTS 2.01 MATERIALS: A. Cement: 1. Portland Cement, ASTM C150, Type II; or blended hydraulic cement, ASTM C595, Type — IP (MS). 2. Use only one brand of cement in any individual structure. Use no cement that has become damaged, partially set, lumpy, or caked. Reject the entire contents of the sack or — container that contains such cement. Use no salvaged or reclaimed cement. 3. Maximum tricalcium aluminate shall not exceed 8 percent. The maximum percent alkalis — shall not exceed 0.6 percent. 60549334 03 30 00-4 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I B. Fly Ash: 1. Provide fly ash conforming to the following requirements: a. Class F fly ash conforming to ASTM C 618 for chemical and physical properties. b. Supplemental requirements in percent: (1) Maximum carbon content: 3 percent (2) Maximum sulfurtrioxide (SO3) content: 4 percent (3) Maximum loss on ignition: 3 percent (4) Maximum water requirement(as a percent of control): 100 percent (5) Fineness, maximum retained on No. 325 sieve: 25 percent C. Ground Granulated Blast Furnace Slag (GGBF): 1. GGBF, when used, shall meet the requirements of ASTM C989, Grade 100 or better. D. Fine Aggregates: 1. Clean, sharp, natural sand conforming to requirements of ASTM C33 with a fineness modulus between 2.50 and 3.0. E. Coarse Aggregate: 1. Well graded crushed stone, natural rock conforming to requirements of ASTM C33. 2. Limit deleterious substances in accordance with ASTM C33, Table 3, Severe Weathering Regions, limit clay lumps not to exceed 1.0 percent by weight, and limit loss when tested for soundness using magnesium sulfate to 12 percent. F. Water and Ice: 1. Use water and ice free from injurious amounts of oil, acid, alkali, salt, organic matter or other deleterious substances and conforms to requirements of ASTM C94. 2. Water shall not contain more than 500 mg/L of chlorides nor more than 500 mg/L of sulfate. 3. Heat or cool water to obtain concrete temperatures specified, and in conformance with ACI 305R and ACI 306R. G. Concrete Admixtures: 1. Maintain compressive strength and maximum water-cement ratios specified in Table 03 30 00-1 when using admixtures. Include admixtures in solution form in the water- cement ratio calculations. 2. Do not use any admixture that contains chlorides or other corrosive elements in any concrete. Admixtures shall be nontoxic after 30 days.Use admixtures in compliance with the manufacturer's printed instructions. The manufacturer shall certify the compatibility of multiple admixtures used in the same mix.Do not use admixtures in greater dosages than recommended by manufacturer. 5. Air Entrainment: a. Class A concrete; an air-entraining admixture conforming to ASTM C260. b. Products: (1) BASF Corporation; MB-AE 90. (2) Sika Corporation, AER. 60549334 03 30 00-5 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I c. Adjust the admixture content to accommodate fly ash or pozzolan requirements, and other admixtures when used, in order to obtain the specified air content. 6. Water Reducing: — a. Class A concrete; a water-reducing admixture conforming to ASTM C494, Type A and compatible with the air-entraining admixtures. The amount of admixture added to the concrete shall be in accordance with the manufacturer's recommendations. — b. Products: (1) BASF Corporation; Polyheed Series — (2) Sika Corporation, Plastocrete 161 (3) WR Grace&Co.; Darex II-AEA (4) Euclid Chemical Company; Eucon NW 7. Water Reducing and Retarding: a. Class A concrete; a water-reducing and retarding admixture conforming to ASTM C494, Type D and compatible with the air-entraining admixtures. The amount of admixture added to the concrete shall be in accordance with the manufacturer's recommendations. b. Products: — (1) BASF Corporation; Pozzolith Series (2) Sika Corporation; Plastiment (3) Euclid Chemical company; Eucon WR-91 8. High-Range Water-Reducing Admixture (Superplasticizer): a. Class A concrete; a High-Range water-reducing admixture conforming to ASTM C494, Type F or ASTM C1017, Type I. b. Products: (1) BASF Corporation; Glenium Series (2) WR Grace&Co.; Daracem 100 (3) Euclid Chemical company; Eucon SPC H. Curing Compound: 1. Liquid form, which will form impervious membrane over, exposed surface of concrete when applied to fresh concrete by means of spray gun. Compound shall not inhibit future bond of floor covering or concrete floor treatment. Use Type I-D compound with red fugitive dye, Class B, having 18 percent minimum solids conforming to ASTM C309. 2. Products: —� a. BASF Building Systems; Kure 1315. b. Euclid Chemical Company; Super Diamond Clear VOX. _ c. W. R. Meadows, Inc.;VOCOMP-30. d. Dayton Superior Corp; Safe Cure and Seal 30 percent. e. Spec Chem, Cure and Seal WB. Burlap Mats: 1. Conform to AASHTO M182. 60549334 03 30 00-6 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I J. Sisal-Kraft Paper and Polyethylene Sheets for Curing: 1. Conform to ASTM C171. 2.02 MIXES: A. Conform to ASTM C94, except as modified by these specifications. B. Air content as determined by ASTM C231: 1. 5 +/- 1-1/2 percent for concrete using 1-1/2 inch (38 mm) maximum aggregate size. 2. 6 +/- 1-1/2 percent for concrete using 3/4-inch (19 mm) maximum aggregate size. C. Provide concrete with the following compressive strengths at 28 days and proportion it for strength and quality requirements in accordance with ACI 318. The resulting mix shall not conflict with limiting values specified in Table 03 30 00-1. Table 03 30 00-1 _ 28-Day Minimum Minimum Maximum Compressive Cementitious Water/ Strength Content(lbs Cement Class Type of Work (psi)[Mpa] per C.Y.) Ratio A Concrete for all structures and 4,000 [28] 560 0.44 concrete not otherwise specified. D. Measure slump in accordance with ASTM C143: 1. Proportion and produce the concrete to have a maximum slump of 4 inches (102 mm). A tolerance of up to 1 inch (25 mm) above the indicated maximum is allowed for individual batches provided the average for all batches or the most recent 10 batches tested, whichever is fewer, does not exceed the maximum limit. Concrete of lower than usual slump may be used provided it is properly placed and consolidated. 2. Mixes containing water reducers shall have a maximum slump of 6 inches (152 mm) after the addition of a mid-range water reducer and maximum slump of 8 inches (203 mm) after the addition of a high range water reducer. E. Pozzolan Content: 1. Fly ash shall not exceed 20 percent of the total cementitious content. 2. Ground Granulated Blast Furnace Slag (GGBF) will be permitted as a substitute for fly ash at no additional cost to the Owner, in the event that Class F Fly Ash is not available. The slag substitution shall be in the same proportions and percentages of the total cementitious material as shown for fly ash. A higher percentage of GGBF will be allowed if permitted by the Engineer to suit project needs. F. Aggregate Size: • 1. Aggregate size shall be 3/4-inch (19 mm) maximum for slabs and sections 8 inches (203 mm) thick and less. Aggregate size shall be 1 inch (25 mm) maximum for sections greater than 8 inches (203 mm) and less than 17 inches (432 mm). Aggregate size shall be 1-1/2 inches (38 mm) maximum for all larger slabs and sections. 2. Combined aggregate grading shall be as shown in the following table: 60549334 03 30 00-7 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI Table 03 30 00-2 j Maximum Aggregate Size 1-1/2 inch 1 inch 3/4-inch 3/8-inch Aggregate Grade per ASTM C33 467 57 67 8 PART 3 EXECUTION 3.01 INSPECTION: A. Examine the subgrade and the conditions under which work is to be performed and notify the Engineer in writing of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions are corrected to comply with specified subgrade conditions in a manner acceptable to the Engineer. 3.02 MIXING AND TRANSPORTING CONCRETE: A. General: Conform to concreting procedures set forth in ASTM C94, ACI 304R and as specified _ herein. 1. Transport concrete to discharge locations without altering the specified properties of water-cement ratio, slump, air entrainment, temperature and homogeneity. 2. Discharge concrete into forms within 1-1/2 hours after cement has entered mixing drum or before the drum has revolved 300 revolutions after the addition of water, whichever occurs first. _ 3. Do not add water at the jobsite unless permitted by the Engineer. If it is necessary to add water to obtain the specified slump, add water per ASTM C94, but do not exceed the maximum water content in the reviewed concrete design mix. Added water shall be incorporated by additional mixing of at least 35 revolutions. 4. Do not add water to concrete containing high range water reducing admixture. Do not add water to concrete in delivery equipment not acceptable for mixing. 5. Keep a record showing time and place of each pour of concrete, together with transit-mix delivery slips certifying the contents of the pour. 6. Discharge of concrete shall be completed within the limits set out in Table 03 30 00-3. Table 03 30 00-3 _ Maximum Time to Concrete Discharge Concrete Temperature Limit Over 90 Degree F Remove concrete from jobsite and discard concrete 86 to 90 Degree F 45 minutes 81 to 85 Degree F 60 minutes 70 to 80 Degree F 75 minutes Below 70 Degree F 90 minutes B. Conveying: Convey concrete from agitator or mixer truck to place of final deposit in forms by one of the following methods: 1. Buckets or hoppers with discharge gates having a clear opening equal to not less than one-third the maximum interior horizontal area or five times the maximum aggregate size being used, whichever is greater, and side slopes of not less than 60 degrees to horizontal. 2. Buggies or wheelbarrows equipped with pneumatic tires. 60549334 03 30 00-8 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 3. Round bottom, metal or metal-lined chutes with inclined slope of between 2 to 3 feet(600 to 900 mm) horizontally to 1 foot (300 mm) vertically and of sufficient capacity to avoid overflow. 4. Circular drop pipes with a top diameter of at least eight times the maximum aggregate size, but not less than 6 inch (150 mm), or tapered to not less than six times maximum aggregate size. 3.03 CONCRETE ACCEPTANCE: A. Accept or reject each batch of concrete delivered to the point of agitator or mixer truck discharge. Sign delivery batch tickets to indicate concrete acceptance. — B. Reject concrete delivered without a complete concrete delivery batch ticket as specified herein. The concrete supplier will furnish copies of the signed batch ticket to the Contractor and Engineer. C. The testing agency shall perform field tests at the point of agitator or mixer truck discharge. Accept or reject concrete on the basis of conformity with slump, air content and temperature specified. D. The testing agency shall inspect concrete transit truck's barrel revolution counter and gauge for measuring water added to the concrete. Reject concrete that exceeds the maximum barrel revolution of 300, the limits in Table 03 30 00-3 or concrete that has water content exceeding the specified water-cement ratio. E. Reject concrete not conforming to specification before discharging into the forms. 3.04 PREPARATION AND COORDINATION: A. Contractor shall notify the Engineer of readiness to place concrete in any portion of the work a minimum of 5 working days prior to concrete placement. Failure to provide this notification will be cause for delay in placing until observations can be completed. B. Reinforcement, installation of waterstop, positioning of embedded items, and condition of formwork will be observed by the Engineer prior to concrete placement. C. Coordinate the sequence of placement such that construction joints will occur only as designed. D. Schedule sufficient equipment for continuous concrete placing. Provide for backup equipment and procedures to be taken in case of an interruption in placing. Provide backup concrete vibrators at the project site. Test concrete vibrators the day before placing concrete. E. Compact the subgrade and/or bedding. Saturate the subgrade approximately eight hours before placement and sprinkle ahead of the placement of concrete. Remove standing water, mud, and foreign matter before concrete is deposited. F. Where shown on contract drawings, intentionally roughen surfaces of set concrete in a manner to expose bonded aggregate uniformly at joints. G. When shown on contract drawings, install a granular base beneath slabs on ground. Place granular material on a compacted subgrade and compact granular base. 3.05 CONCRETE PLACEMENT: A. Placement shall conform to ACI 304R as modified by these specifications. 60549334 03 30 00-9 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI B. Alternate sections of concrete walls and slabs may be cast simultaneously. Do not place adjacent sections of walls and slabs until seven days after placement of first placed concrete. C. Do not place concrete until free water has been removed or has been diverted by pipes or other — means and carried out of the forms, clear of the work. Do not deposit concrete underwater, and do not allow free water to rise on any concrete until the concrete has attained its initial set. Do not permit free or storm water to flow over surfaces of concrete so as to injure the quality or surface finish. — D. Do not place concrete during inclement weather. Protect concrete placed from inclement weather. Keep sufficient protective covering ready at all times for this purpose. E. Deposit concrete at or near its final position to avoid segregation caused by rehandling or flowing. Do not deposit concrete in large quantities in one place to be worked along the forms with a vibrator. F. Deposit concrete continuously and in level layers 1 to 2 feet (305 to 610 mm) thick. Avoid inclined layers and cold joints. Place concrete at lower portion of slope first on sloping surfaces. — G. Do not deposit partially hardened concrete in forms. Retempering of partially hardened concrete is not permitted. Remove partially hardened concrete from site at no additional compensation. H. Do not allow concrete to fall freely in forms to cause segregation (separation of coarse aggregate from mortar). Limit maximum free fall of concrete to 4 feet (1,220 mm). Do not move concrete horizontally more than four feet from point of discharge. Space points of deposit not more than eight feet apart. I. Consolidate concrete using mechanical vibrators operated within the mass of concrete and/or on the forms conforming to procedures set forth in ACI 309R and as specified herein. J. Conduct vibration to produce concrete of uniform texture and appearance, free of honeycombing, streaking, cold joints or visible lift lines. — K. Conduct vibration in a systematic manner with regularly maintained vibrators. Furnish sufficient backup units at job site. Use vibrators having minimum frequency of 8,000 vibrations per minute and of sufficient amplitude to consolidate concrete. Use not less than one vibrator with crew for each 35 to 40 cubic yards (25 to 30 cubic meters)of concrete placed per hour. L. Insert and withdraw vibrator vertically at a uniform spacing over the entire area of placement. Space distances between insertions such that spheres of influence of each insertion overlap. M. Use additional vibration with pencil vibrators on vertical surfaces and on exposed concrete to bring full surface of mortar against the forms so as to eliminate air voids, bug holes and other — surface defects. Employ the following additional procedures for vibrating concrete as necessary to maintain proper consolidation of concrete: 1. Reduce distance between internal vibration insertions and increase time for each insertion. 2. Insert vibrator as close to face of form as possible without contacting form or reinforcement. — 3. Thoroughly vibrate area immediately adjacent to waterstops without damaging the waterstop. 4. Use spading as a supplement to vibration where particularly difficult conditions exist. 60549334 03 30 00-10 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I N. Pumping Concrete: 1. Conform to the recommendations of ACI 304.2R except as modified herein. 2. Base pump size on rate of concrete placement, length of delivery pipe or hose, aggregate size, mix proportions, vertical lift, and slump of concrete. 3. Use pipe with inside diameter of at least three times the maximum coarse aggregate size, but not less than 2 inches (50 mm). 4. Do not use aluminum pipes for delivery of concrete to the forms. O. Waterstops: 1. Prevent displacement of waterstops during concrete placement, 3.06 CURING AND PROTECTION: A. General: 1. Protect concrete from premature drying, hot or cold temperatures, and mechanical injury, beginning immediately after placement and maintain concrete with minimal moisture loss at relatively constant temperature. 2. Comply with curing procedures set forth in ACI 301, ACI 308 and as specified herein. 3. Perform hot weather concreting in conformance with ACI 305R and as specified herein when the ambient atmospheric temperature is 80 degrees F (27 degrees C) or above. 4. Perform cold weather concreting in conformance with ACI 306R. 5. Concrete required to be moist cured shall remain moist for the entire duration of the cure. Repeated wetting and drying cycles of the curing process will not be allowed. B. Curing Duration: 1. Start initial curing after placing and finishing concrete as soon as free moisture has disappeared from unformed concrete surfaces. Initial curing starts as soon as concrete achieves final set. Forms left tightly in place are considered as part of the curing system, provided that wooden forms are kept continuously moist. Keep continuously moist for not less than 72 hours. 2. Begin final curing procedures immediately following initial curing and before the concrete has dried. Continue final curing for at least 7 days and in accordance with ACI 301 procedures for a total curing period, initial plus final, of at least 10 days. 3. Avoid rapid drying at the end of the final curing period C. Curing Requirements: 1. Unformed Surfaces: Cover and cure entire surface of newly placed concrete immediately after completing finishing operations and water film has evaporated from surface or as soon as marring of concrete will not occur. Protect finished slabs from direct rays of the sun to prevent checking, crazing and plastic shrinkage. — 2. Formed Surfaces: Minimize moisture loss for formed surfaces exposed to heating by the sun by keeping forms wet until safely removed. Keep surface continuously wet by warm water spray or warm water saturated fabric immediately following form removal [unless otherwise permitted by the Engineer. 3. Water containment and below Grade Structures: Moist cure by the application of water to maintain the surface in a continually wet condition unless otherwise permitted by the Engineer. Use water that is free of impurities that could etch or discolor exposed concrete surfaces. 4. Other concrete: Moist cure by moisture-retaining cover curing, or by the use of curing compound. 60549334 03 30 00-11 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI D. Curing Methods: 1. Water Curing: Use water curing for unformed surfaces. Continuously water cure all exposed concrete for the entire curing period. Provide moisture curing by any of the — following methods: a. Keeping the surface of the concrete continuously wet by ponding or immersion. b. Continuous water-fog spray or sprinkling. '— c. Covering the concrete surface with curing mats, thoroughly saturating the mats with water, and keeping the mats continuously wet with sprinklers or porous hoses. Place curing mats so as to provide coverage of the concrete surfaces and edges, with a 4-inch (100 mm) lap over adjacent mats. Weight down the curing cover to maintain contact with the concrete surface. 2. Sealing Materials: — a. Use common sealing materials such as plastic film or waterproofing (kraft) paper. b. Lap adjacent sheets a minimum of 12 inch (300 mm). Seal edges with waterproof tape or adhesive. Use sheets of sufficient length to cover sides of concrete — member. c. Place sheet materials only on moist concrete surfaces. Wet concrete surface with fine water spray if the surface appears dry before placing sheet material. — d. The presence of moisture on concrete surfaces at all times during the prescribed curing period is proof of acceptable curing using sheet material. 3. Membrane Curing Compound: a. Apply membrane-curing compound uniformly over concrete surface by means of roller or spray at a rate recommended by the curing compound manufacturer, but not less than 1 gallon per 150 sq. ft. (1 liter per 4 sq. meters) of surface area. Agitate curing material in supply container immediately before transfer to distributor and thoroughly agitate it during application for uniform consistency and dispersion of pigment. — b. Do not use curing compounds on construction and expansion joints or on surfaces to receive liquid hardener, dustproofer/sealer, concrete paint, tile, concrete fills and toppings or other applications requiring positive bond. c. Reapply membrane-curing compound to concrete surfaces that have been subjected to wetting within 3 hours after curing compound has been applied by method for initial application. E. Protection from environmental conditions: Maintain the concrete temperature above 50 degrees F (10 degrees C) continuously throughout the curing period. Make arrangements before concrete placing for heating, covering, insulation or housing to maintain the specified temperature and moisture conditions continuously for the curing period. — 1. When the atmospheric temperature is 80 degrees F (25 degrees C) and above, or during other climatic conditions which will cause too rapid drying of the concrete, make arrangements before the start of concrete placing for the installation of wind breaks or — shading, and for fog spraying, wet sprinkling, or moisture-retaining covering. 2. Protect the concrete continuously for the entire curing period. 3. Maintain concrete temperature as uniformly as possible and protect from rapid — atmospheric temperature changes. 4. Avoid temperature changes in concrete that exceed 5 degrees F (3 degrees C) in any one hour and 50 degrees F (10 degrees C) in any 24-hour period. 60549334 03 30 00-12 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I F. Protection from physical injury: Protect concrete from physical disturbances such as shock and vibration during curing period. Protect finished concrete surfaces from damage by construction equipment, materials, curing procedures and rain or running water. Do not load concrete in such a manner as to overstress concrete. — G. Protection from Deicing Agents: Do not apply deicing chemicals to concrete. 3.07 FIELD QUALITY CONTROL: A. Hot Weather Requirements 1. During hot weather, give proper attention to ingredients, production methods, handling, placing, protection, and curing to prevent excessive concrete temperatures or water evaporation in accordance with ACI 305R and the following. 2. When the weather is such that the temperature of the concrete as placed would exceed 90 degrees F (32.2 degrees C), use ice or other means of cooling the concrete during mixing and transportation so that the temperature of the concrete as placed will not exceed 90 degrees F (32.2 degrees C). 3. Take precautions when placing concrete during hot, dry weather to eliminate early setting of concrete. This includes protection of reinforcing from direct sunlight to prevent heating of reinforcing, placing concrete during cooler hours of the day, and the proper and timely application of specified curing methods. 4. There will be no additional reimbursement to the Contractor for costs incurred for placing concrete in hot weather. B. Cold Weather Requirements 1. Provide adequate equipment for heating concrete materials and protecting concrete during freezing or near-freezing weather in accordance with ACI 306R and the following. 2. When the temperature of the surrounding atmosphere is 40 degrees F (4.4 degrees C) or is likely to fall below this temperature, use heated mixing water not to exceed 140 degrees F (60 degrees C). Do not allow the heated water to come in contact with the cement before the cement is added to the batch. 3. When placed in the forms during cold weather, maintain concrete temperature at not less than 55 degrees F (12.8 degrees C). Materials shall be free from ice, snow, and frozen lumps before entering the mixer. 4. Maintain the air and the forms in contact with the concrete at temperatures above 40 degrees F (4.4 degrees C) for the first five days after placing, and above 35 degrees F (1.7 degrees C) for the remainder of the curing period. Provide thermometers to indicate the ambient temperature and the temperature 2 inches (50 mm) inside the concrete surface. 5. There will be no additional reimbursement made to the Contractor for costs incurred for placing concrete during cold weather. C. Backfill Against Walls 1. Do not place backfill against walls until the concrete has obtained a compressive strength equal to the specified 28-day compressive strength. Where backfill is to be placed on both sides of the wall, place the backfill uniformly on both sides. 2. Do not backfill the walls of structures that will be laterally restrained or supported by suspended slabs or slabs on grade until the slab is poured and the concrete has reached the specified compressive strength. D. Concrete Testing 60549334 03 30 00-13 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 1. Concrete quality testing will be performed on the concrete by independent testing agency retained by the Owner. 2. The testing agency will use concrete samples provided by the Contractor at the point of agitator or mixer truck discharge to perform slump (per ASTM C143) , air content (per — ASTM C231), and temperature tests (per ASTM C1064) and for field control test specimens. 3. The testing agency will submit test reports of concrete field measurements specified above to the Contractor and to the Engineer. 4. Provide and maintain facilities for safe storage and proper curing of concrete test specimens on the project site, as required by ASTM C31. 5. Concrete Quality Test Specimen: a. Perform sampling and curing of test specimen in accordance with ASTM C31. b. Testing agency personnel will record truck and load number from the delivery batch ticket, the concrete placement location of each specimen, the date, concrete — strength, slump, air content and temperature. c. The testing agency will cast a minimum of one set of 4 test specimens, each 4 inch (100 mm) diameter by 8 inch (200 mm) long cylinders, for each 50 cubic yard (38 cubic meters) of each mix design of concrete but not less than once a day nor less than once for each 5,000 sq. ft. (450 sq. meters) of surface area of foundation mats, base slabs, footings, slabs on grade, or walls. d. Test cylinders in accordance with ASTM C39. Test one cylinder at 7 days for information; test 2 cylinders at 28 days for acceptance; and hold one reserve cylinder for verification. Strength acceptance will be based on the average of the strengths of the 2 cylinders tested at 28 days. If one cylinder of a 28-day test manifests evidence of improper sampling, molding, or testing, other than low — strength, discard it and use a reserve cylinder for the test result 6. The Contractor may take field control test specimens for small quantities of concrete. 7. Concrete acceptance shall be based on the requirements of ACI 318 and ACI 350. 8. Field cured cylinders conforming to ASTM C31 will be required to determine field compressive strength of concrete. Laboratory cured cylinders for concrete quality testing shall not be used for determining field compressive strength. _ 9. Concrete Coring: a. When the concrete quality test specimen compression tests fail to be in compliance with the Contract Documents or when the Engineer detects deficiencies in the -- concrete, the Contractor will take concrete cores at least 2 inches (50 mm) in diameter from the structure in conformance with ASTM C 42 at locations determined by the Engineer. b. Obtain at least three representative cores from each member or area of concrete that is considered potentially deficient. c. Obtain additional cores to replace cores that show evidence of having been damaged subsequent to or during removal from the structure. — d. The testing agency shall compression test the cores taken from the structure in conformance with ASTM C39 and submit test strength test results of cores specified above to the Contractor and to the Engineer. e. All costs associated with coring and testing of cores will be borne by the Contractor at no additional cost to the Owner. 3.08 CLOSEOUT ACTIVITIES: A. Provide in accordance with Section 01 78 00. ***END OF SECTION *** 60549334 03 30 00-14 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 01 33 10. 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. 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 ** * 60549334 03 61 10-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 03 62 00 GROUT PART 1 GENERAL 1.01 DESCRIPTION: A. Furnish all labor, materials, equipment, and incidentals required, and install grout complete as shown on the Drawings and as indicated and in compliance with Contract Documents. 1.02 SUMMARY: A. Section Includes: 1. Material for grouting reinforcing bars, anchor bolts into existing or newly placed concrete. 2. Material for grouting under bearing plates for columns or beams. 3. Materials for grouting under equipment. 4. Materials for grouting under and around steel tanks. 5. Materials for miscellaneous grouting including but not limited to railing posts, equipment guides, bollards, precast concrete joints and supports etc. 1.03 REFERENCE STANDARDS: A. American Association of State Highway and Transportation Officials (AASHTO): 1. M182: Burlap Cloth made from Jute or Kenaf B. American Petroleum Institute(API): 1. RP 686: Recommended Practice for Machinery Installation and Installation Design C. ASTM International (ASTM): 1. C33: Standard Specification for Concrete Aggregates 2. C150: Standard Specification for Portland Cement 3. C531: Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical Resistant Mortars, Grouts, and Monolithic Surfacings 4. C827: Standard Test Method for Change in Height at Early Ages of Cylindrical Specimens from Cementitious Mixes 5. C1107: Standard Specification for Packaged Dry, Hydraulic, Cement Grout (Non-shrink) 6. D695: Standard Test Method for Compressive Properties of Rigid Plastics D. U.S.Army Corps of Engineers Standard (CRD): 1. C621: Corps of Engineers Specification for Non-shrink Grout 1.04 SUBMITTALS: A. Submit the following in accordance with Section 01 33 10. B. Product Data: 1. Commercially manufactured non-shrink, non-metallic cementitious grout: 60549334 03 62 00-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I a. Include catalogue cuts, technical data, storage requirements, product life, working time after mixing, temperature considerations, conformity to referenced ASTM standards, and Safety Data Sheet. 2. Commercially manufactured non-shrink epoxy grout: a. Include catalogue cuts, technical data, storage requirements, product life, working time after mixing, temperature considerations, conformity to referenced ASTM Standards and Safety Data Sheet. 3. Cement grout: _ a. Include the type and brand of the cement, the gradation of the fine aggregate, product data on any proposed admixtures, and the proposed mix of the grout. 4. Concrete grout: a. Include data for concrete as delineated in Section 03 30 00. This includes the mix design, constituent quantities per cubic yard (cubic meter), and the water/cement ratio. 5. Bonding Agent: — a. Include catalogue cuts, technical data, storage requirements, product life, working time after mixing, temperature considerations, conformity to referenced ASTM standards, and Safety Data Sheet. C. Laboratory Test Reports. 1. Submit laboratory test data as required under Section 03 30 00 for concrete to be used as concrete grout. D. Mill test reports for each shipment of cement, regardless of quantity, prior to incorporation into the work. E. Manufacturer's specifications and instructions for all admixtures, curing materials, adjustable inserts and non-shrink non-metallic grout. Manufacturer's certification of compatibility of all admixtures. 1.05 QUALITY ASSURANCE: — A. Qualifications 1. Grout manufacturer to have a minimum of 5 years experience in the production and useof the type of grout proposed for the Work. B. Field Testing 1. Field testing and inspection services required will be provided by the Contractor. Provide assistance in the sampling of materials and provide any ladders, platforms, etc. for access to the WorkComply with the applicable ASTM Standards for testing. -- 2. The field testing of concrete grout will be as specified for concrete in Section 03 30 00. 3. Take compression test specimens from the first placement of each type of grout to ensure compliance with these Specifications. 60549334 03 62 00-2 FY 2021 SANITARY SEWER GATEWELL - REPAIRS-PHASE I a. Compression tests and fabrication of specimens for cement grout and non-shrink grout will be performed as specified in ASTM C109 at intervals during construction as selected by the Engineer. A set of three specimens will be made for testing at one, seven and 28 days. b. Compression tests and fabrication of specimens for epoxy grout will be performed as specified in ASTM C579, Method B. A set of three specimens will be made for testing at seven days. 1.06 RESPONSIBILITIES: A. Obtain specimens for testing and furnish all materials necessary for fabricating the test specimens. B. The cost of laboratory tests on grout will be paid by the Contractor. 1.07 WARRANTY: A. Warrant the materials and products specified in this Section against defective materials and workmanship with the manufacturer's standard warranty, but for no less than one year from the date of substantial completion. B. Warrant the work against defects for one year from the date of substantial completion. 1.08 DELIVERY, STORAGE, AND HANDLING: A. Comply with the requirements in Section 01 66 10. B. Deliver materials to the jobsite in original, unopened packages, clearly labeledwith the manufacturer's name, product identification, batch numbers, and printed instructions. C. Store materials in accordance with the manufacturer's recommendations. Total storage time from date of manufacture to date of installation shall be limited to six months or the manufacturer's recommended storage time, whichever is less. D. Reject material that becomes damp, lumpy or otherwise unacceptable and immediately remove from the site and replace with acceptable material at no cost to the Owner. E. Deliver non-shrink cemen-based grouts as pre-blended, prepackaged mixes requiring only the addition of water F. Deliver non-shrink epoxy grouts as premeasured, prepackaged, three component systems requiring only blending as directed by the manufacturer. 1.09 SERVICES OF MANUFACTURER'S REPRESENTATIVE: A. The Contractor shall provide the services of a qualified manufacturer's technical representative who shall instruct the Contractor's personnel in the mixing, proper use and application of the non-shrink grout and epoxy grout. B. The manufacturer's representative shall provide written certification that materials have been mixed and applied properly and surfaces to receive these products have been prepared properly, all in conformance with manufacturer's requirements. 60549334 03 62 00-3 FY 2021 SANITARY SEWER GATEWELL �- REPAIRS-PHASEI C. The on-site time required for the manufacturer's representative to achieve a successful installation shall be at the expense of the Contractor. PART 2 PRODUCTS 2.01 GENERAL: A. Provide materials produced by one manufacturer or supplier in order to provide standardization of appearance. 2.02 APPLICATION: A. Unless indicated otherwise, provide grouts as listed below: Table 03 60 00-1 Type of Grout Application Cement Grout Surface repairs Non-Shrink—Class I Storage tanks and other non-motorized equipment. Filling block-out spaces for embedded items such as _ railing posts, gate guide frames, etc. (Where placement time is less than 20 min.). Non-Shrink—Class II Column base plates. Filling block-out spaces for embedded items such as railing posts, gate guide frames, etc. (where placement time exceeds 20 min.) Under precast concrete elements. — Non-Shrink Epoxy Machinery subject to severe shock loads and high vibration. IConcrete Grout Concrete/grout fill. 2.03 MATERIALS: A. Non-shrink Class I Grout: 1. Non-shrink Class I Grout shall have a minimum 28-day compressive strength of 5000 psi (35 MPa), when mixed at a fluid consistency. — 2. Non-shrink Class I grout shall meet the requirements of ASTM C1107, Grade B or C, when mixed to fluid, flowable and plastic consistencies. 3. Products: a. Sika Corp.; SikaGrout 212. b. Master Builders, Inc.; Set Grout. c. The Euclid Chemical Co.; Euco NS. B. Non-shrink Class II Grout: 1. Non-shrink grout shall be a high precision, fluid, extended working time grout. The minimum 28-day compressive strength shall be 7,500 psi (40 MPa), when mixed at a fluid consistency. 60549334 03 62 00-4 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 2. Grout shall have an extended working time of 30 minutes minimum when mixed to a fluid consistency as defined in ASTM C827 at temperature extremes of 45 to 90 degrees F (7 to 32 degrees C) in accordance with ASTM C1107. 3. Non-shrink grouts shall meet the requirements of ASTM C1107; Grade B or C when tested using the amount of water needed to achieve fluid consistency per ASTM C939. — 4. The grout when tested shall not bleed or segregate at maximum allowed water. 5. Products: a. Master Builders, Inc.; Masterfow 928. b. The Euclid Chemical Co.; Hi-Flow Grout. c. Sika Corp.; SikaGrout 212. C. Cement Grout: 1. Cement grouts shall be a mixture of one part Portland cement conforming to ASTM C150 types I, II, or III and one to two parts sand conforming to ASTM C33 with sufficient water to place the grout. The water content shall be sufficient to impart workability to the grout, but not to the degree that it will allow the grout to flow. D. Concrete Grout: 1. Concrete grout shall conform to the requirements of Section 03 30 00 except as specified herein. Proportion with cement, coarse and fine aggregates, water, water reducer, and air entraining agent to produce a mix having an average strength of 2,000 psi (13 MPa) at 28 days. Coarse aggregate size shall be 3/8-inch (8 mm) maximum. Keep the W/C ratio as low as practical while still retaining sufficient workability. E. Non-Shrink Epoxy-Based Grout: 1. Provide a pre-proportioned, three components, and 100 percent solids system consisting of epoxy resin, hardener, and blended aggregate. It shall have a compressive strength of 14,000 psi (96 MPa) in seven days when tested in conformity with ASTM D695 and have a maximum thermal expansion of 30 x 10-6 when tested in conformity with ASTM C531. 2. Products: a. Ceilcote 648 CP by Master Builders, Inc. b. Five Star Epoxy Grout by U.S. Grout Corp. c. Sikadur 42 Grout-Pak by Sika Corp. d. High Strength Epoxy Grout by the Euclid Chemical Co. F. Dry Pack Grout: 1. Make dry pack (to be packed or tamped in place) at no slump consistency. 2. When mixing the batch, add only enough water to the dry materials to produce a rather stiff mixture. Additions of water may be made in small increments until the desired consistency is obtained. G. Non-Epoxy Bonding Compound: 1. Provide non-epoxy bonding compound that is re-wetable for up to two weeks. 2. Products: a. Larsen Products Corp.; Weldcrete. b. Sta-Dry Manufacturing Corp.; Link. c. Euclid Chemical Co.; Euco Weld. 60549334 03 62 00-5 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 2.04 CURING MATERIALS: A. Curing materials for cement grout shall be as specified in Specification 03 30 00 and as - recommended by the manufacturer for prepackaged grouts. PART 3 EXECUTION 3.01 GENERAL: A. Grout shall not be placed until base concrete has attained its design strength, unless authorized otherwise by the Engineer. B. Prepare surfacesfor curing, and protection of cement grout in accordance with Section 03 30 00 — Cast-in-Place Concrete. C. Shade the work sites from sunlight for at least 24 hours before and 48 hours after grouting. — D. Contact the grout manufacturer's representative for assistance on hot and cold weather grouting techniques and precautions if applicable. 3.02 PREPARATION: A. Clean concrete surfaces to receive grout free of ice, frost, dirt, grease, oil, curing compounds, laitance and paints, and free of all loose or unsound material or foreign matter that may affect — the bond or performance of the grout. B. Roughen concrete surfaces by chipping, sandblasting, or other mechanical means to ensure bond of the grout to the concrete. Remove loose or broken concrete. Irregular voids or projecting coarse aggregate need not be removed if they are sound, free of laitance and firmly embedded into the parent concrete. C. Remove all loose rust, oil or other deleterious substances from metal embedments prior to the installation of the grout. D. Wash concrete surfaces clean and keep them moist for at least 24 hours prior to the placement of cementitious or cement grout. Saturate by covering the concrete with a plastic sheet or using either a soaker hose, flooding the surface or other method acceptable to the Engineer. Remove visible water from the surface upon completion of the 24-hour period prior to grouting. Use an — accepted adhesive bonding agent in lieu of surface saturation when accepted by the Engineer for each specific location of grout installation. E. Epoxy based grouts do not require the saturation of the concrete substrate. Surfaces in contact — with epoxy grout shall be completely dry before grouting. F. Construct grout formsor other leak proof containment. Forms shall be lined or coated with release agents recommended by the grout manufacturer. G. Support equipment during alignment and installation of grout by shims, wedges, blocks, or other accepted means. Prevent the shims, wedges, and blocking devices from bonding to the — grout by appropriate bond breaking coatings and remove them after grouting unless otherwise accepted by the Engineer. 60549334 03 62 00-6 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I H. Preparation: Where indicated on the drawings, anchor bolts and threaded rod anchors shall be epoxy grouted in holes drilled into hardened concrete. Diameters of holes shall be as follows: Item Diameter of Hole Threaded Rod Anchors 1/8" larger than the outside diameter of the bar or the rod. Threaded Anchor Bolts Bolt diameter plus 2". I. The embedment depth for epoxy grouted anchor bolts and threaded rod anchors shall be at least 15 bolt or rod diameters, unless otherwise indicated on the drawings. J. Holes shall be prepared for grouting as recommended by the grout manufacturer. K. Installation: Anchor bolts and threaded rod anchors shall be clean, dry and free of grease and other foreign matter when installed. The bolts, rods and bars shall be set and positioned, and the epoxy grout shall be placed and finished in accordance with the recommendations of the grout manufacturer. Care shall be taken to ensure that all spaces and cavities are filled with epoxy grout, without voids. During assembly of all threaded stainless steel components, anti- _ seize thread lubricant shall be liberally applied to the threaded portion not embedded in concrete. L. Block out the original concrete or finish off a sufficient distance below the bottom of the machinery base to provide for the thickness of grout shown on the Contract Drawings. After the machinery has been set in position and placed at the proper elevation by steel wedges, the space between the bottom of the machinery base and the original placement of concrete shall be filled with a pourable non-shrink grout. Grout and grouting procedure shall be in accordance with API 686. 3.03 INSTALLATION: A. Cement Grouts and Non-shrink Cementitious Grouts: 1. Mix in accordance with manufacturer's recommendations. Do not add cement, sand, pea gravel, or admixtures without prior approval by the grout manufacturer and the Engineer. 2. Avoid mixing by hand. Pre-wet the mixer and empty excess water. Add premeasured amount of water for mixing, followed by the grout. Begin with the minimum amount of water recommended by the manufacturer and then add the additional water required to obtain workability. However, do not exceed the manufacturer's maximum recommended water content. 3. Place grout into the designated areas in a manner that will avoid segregation or entrapment of air. Do not vibrate grout to release air or to consolidate the material. Placement should proceed in a manner that will ensure the filling of all spaces and provide full contact between the grout and adjoining surfaces. Provide grout holes as necessary. Place grout rapidly and continuously to avoid cold joints. Do not place cement grouts in layers. Do not add additional water to the mix(re-temper) after initial stiffening. 4. Just before the grout reaches its final set, cut back the grout to the substrate at a 45- degree angle from the lower edge of bearing plate unless otherwise accepted by the _ Engineer. 5. Begin curing immediately after form removal, cutback, and finishing. Keep grout moist and within its recommended placement temperature range for at least 24 hours after placement or longer if recommended by the manufacturer. 60549334 03 62 00-7 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI B. Non-Shrink Epoxy Grouts: 6. Mix in accordance with the procedures recommended by the manufacturer. Do not vary the ratio of components or add solvent to change the consistency of the grout mix. Do not over mix. Mix full batches only to maintain proper proportions of resin, hardener, and aggregate. Partial mixes will be rejected and will require the suspect grout to be removed and be replaced. 7. Monitor ambient weather conditions and contact the grout manufacturer for special placement procedures to be used for temperatures below 60 degrees F (15 degrees C) or above 90 degrees F (37 degrees C). 8. Place grout into the designated areas in a manner that will avoid trapping air. Placement _ methods shall ensure the filling of all spaces and provide full contact between the grout and adjoining surfaces. Provide grout holes as necessary. 9. The extension of grout horizontally beyond base plate shall be less than or equal to the grout thickness. 10. Epoxy grouts are self-curing and do not require the application of water. Maintain the formed grout within its recommended placement temperature range for at least 24 hours after placing, or longer if recommended by the manufacturer. C. Concrete Grout: 11. Provide the underlying concrete surface with a broomed finish. Protect and keep the _ surface clean until placement of concrete grout. 12. Remove the debris and clean the surface of all dirt and other foreign materials. 13. Saturate the concrete surface for at least 24 hours prior to placement of the concrete grout. Remove excess water just prior to placement of the concrete grout. Place a -- cement slurry immediately ahead of the concrete grout so that the slurry is moist when the grout is placed. Work the slurry over the surface with a broom until it is coated with approximately 1/16-to 1/8-inch (1.5 to 3 mm)thick cement paste. D. Dry Pack: 14. Dry pack consistency shall be such that the grout is plastic and moldable but will not flow. 15. The use of pneumatic pressure for dry-packed grouting requires acceptance of the Engineer. 3.04 CLOSEOUT ACTIVITIES: A. Provide in accordance with Section 01 78 00. ** * END OF SECTION ** * 60549334 03 62 00-8 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 05 52 00 ALUMINUM RAILINGS PART 1 GENERAL 1.01 DESCRIPTION: A. Design, furnish and install guardrails, including connectors, fasteners, and system required accessories. 1.02 REFERENCES: A. Aluminum Association (AA): 1. Aluminum Association Designation System for Aluminum Finishes 2. AAMA 607.1: Voluntary Guide Specification and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum B. American Society of Civil Engineers (ASCE): 1. 7: Minimum Design Loads for Buildings and Other Structures. C. ASTM International (ASTM): _ 1. B210: Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes 2. B221/B221M: Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes. 3. B241: Standard Specification for Aluminum and Aluminum-Alloy Seamless Pipe and Seamless Extruded Tube 4. B429: Standard Specification for Aluminum-Alloy Extruded Structural Pipe and Tube D. American Welding Society(AWS): 1. C5.6: Recommended Practices for Gas Metal Arc Welding 2. D1.1-1.17: Structural Welding Code. E. International Code Council: 1. IBC: International Building Code. F. National Ornamental & Miscellaneous Metals Association (NOMMA): 1. Guideline 1: Joint Finishes. 2. Metal Rail Manual. 1.03 SUBMITTALS: A. Submit the following shop drawings in accordance with Section 01 33 10. 1. Show fabrication and installation of handrails and railings assembled from standard components. Include plans, elevations, component details, materials, finishes, connection and joining methods, and mounting details to adjoining work. 2. Identify location and type indicated. 60549334 05 52 00-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I B. Product Data: 1. Manufacturer's literature. 2. Assembly and installation instructions. — C. Certificates: 1. Welders' Certificates: Certifying welders employed on the Work, verifying AWS — qualification within the previous 12 months. D. Operation and Maintenance Data: — 1. Manufacturer's instructions describing procedures for maintaining including cleaning materials, application methods, and precautions as to use of materials which may be detrimental to finish when improperly used. — 1.04 QUALITY ASSURANCE: A. Obtain field measurements, if needed, prior to preparation of shop drawings and fabrication. — B. Manufacturer shall have minimum five years of experience specializing in manufacturing products specified in the section. — C. Welding Qualification and Certification: 1. Furnish written welding procedure for all welds in conformance with AWS Structural Welding Code. 2. Each welder, tacker and welding operator shall be certified by test to perform type of work required in conformance with AWS Structural Welding Code. Testing shall be - conducted and witnessed by an independent testing laboratory. 3. Maintain duplicate qualification and certification records at the job site readily available for examination. 1.05 DELIVERY STORAGE AND HANDLING: A. Comply with the requirements specified in Section 01 66 10. B. Deliver, store and handle materials in manner preventing damage to finished surfaces. C. Store materials in a dry, well ventilated, weather tight place away from uncured concrete or _ masonry. 1.06 SITE CONDITIONS. A. Field verify measurements prior to fabrication and indicate measurements in shop drawings. PART 2 -PRODUCTS — 2.01 ALUMINUM RAILING SYSTEM AND COMPONENTS: A. Material: ASTM B429, alloy 6063-T6, Schedule 80, 1-1/2 inch (38.1 mm) diameter minimum extruded structural pipe or tube rails and schedule 80 posts. 60549334 05 52 00-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I B. Railings at open-side construction shall consist of two members with posts. Locate intermediate rails as indicated on Drawings. C. Fabrication: 1. Angles, offsets, other changes in alignment, and joining of posts and rails shall be made with welded connections. 2. Space posts as shown on Drawings. Where spacing is not shown, space posts not more than 5 feet(1,524 mm) on center. Erect posts plumb in each direction. 3. Fabricate joints which will be exposed to weather so as to exclude water. Provide weep holes at the lowest possible point on all railing system posts. D. Finishes: 1. 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. a. Extruded Components: 0.7 mil anodized. b. Cast Components: 0.4 mil anodized. 2.02 DISSIMILAR METAL: 1. Keep surfaces of dissimilar metal from direct contact by coating the dissim ar metal with a heavy coat of asphalt paint. 2. Keep surfaces of aluminum components from direct contact with cement or mortar by coating with a heavy coat of asphalt paint. 2.03 GROUT AND ANCHORING CEMENT: A. Nonshrink, nonmetallic, nonstaining and noncorrosive grout premixed and factrlry packaged. Provide grout conforming to requirements of ASTM C 1107. PART 3 - EXECUTION 3.01 INSTALLATION: A. Install as shown on Drawings and accepted Shop Drawings. B. Set posts plumb and aligned in each direction to within 1/4-inch in 12 feet. C. Set rails horizontal or parallel to rake of steps to within 1/4 inch in 12 feet. D. Fit exposed connections together to form tight, hairline joints. E. Provide anchorage devices and fasteners for securing railings and for transfe ring loads to structures. F. Provide mechanical joints for permanently connecting railing components zit nonwelded connections. 3.02 CLEANING: A. Wash thoroughly using clean water and soap, rinse with clean water. 60549334 05 52 00-3 FY 2021 SANITARY SEV,!ER GATEWELL REPAIRS-PHASE I B. Do not use acid solution, steel wool or other harsh abrasive. C. When stain remains after washing, remove finish and restore in accordance with manufacturer's instructions. — 3.03 PROTECTION: A. Protect surfaces of completed installations to prevent damage during construction activities. 3.04 REPAIR OF DEFECTIVE WORK: A. Remove stained or otherwise defective work and replace at no additional cost to Owner. 3.05 CLOSEOUT ACTIVITIES: A. Provide in accordance with Section 01 78 39. *** END OF SECTION *** 60549334 05 52 00-4 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 08 31 13 — ACCESS DOORS AND FRAMES PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including General and supplementary Conditions and Division 1 Specification Sections, apply to this section. 1.02 SUMMARY A. Section Includes: 1. Gatewell access doors and frames. 1.03 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction detail materials, individual components and profiles, and finishes. B. Shop Drawings: 1. Include plans, elevations, sections, details and attachments to other work for each gatewell. Where access doors are typical to more than one gatewell, indicate which gatewells are typical and submit one package for those gatewells. 2. Detail fabrication and installation of access doors and frames for each type of substrate. C. Product Schedule: Provide complete access door and frame schedule, including types, locations, sizes, latching or locking provisions, and other data pertinent to installation. D. Hatches sizing on all gatewells shall be coordinated with gate or valve manufacturer. Contractor shall provide, in writing, a statement detailing the compatibility of gate or valve removal with clear opening size of the hatch. An accurate sizing of the hatch cannot be determined without a chosen gate and valve manufacturer. Sizing provided in the schedule of this specification is preliminary _ and is intended for bidding purposes only. PART 2 PRODUCTS 2.01 FLOOR ACCESS DOORS AND FRAMES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Acudor Products, Inc. 2. Babcock-Davis 3. Bilco Company (The) 4. Milcor, Inc. B. Floor Doors, General: Equip each door with adjustable counterbalancing springs, heavy-duty hold-open arm that automatically locks door open at 90 degrees, release handle with red vinyl grip that allows for one-handed closure, and recessed lift handle. 605493343-1 08 31 13-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI C. Watertight Aluminum Floor Door: Single or double-leaf opening. Extruded-aluminum gutter frame with NPS 1-1/2 drainage coupling and 1/4-in. thick, diamond-pattern, aluminum tread plate door; watertight; loading capacity to support AASHTO H2O concentrated wheel load, without impact. D. Hardware: Provide the following: 1. Hinges: heavy-duty, aluminum or stainless-steel butt hinges with stainless-steel pins. 2. Latch: Stainless-steel slam latch. 3. Lock: Keyed deadbolt lock. 4. Hardware Material: Stainless steel, including latch and lifting mechanism assemblies, hold- open arms, and all brackets, hinges, pins and fasteners. E. Insulation: Urethane with liner pan. F. Safety Accessories: Safety net. 2.02 MATERIALS A. Steel Plates, Shapes and Bars: ASTM A38/A 36M. B. Aluminum Extrusions: ASTM B221, Alloy 6063-T6. C. Aluminum-Allow Rolled Tread Plate: ASTM B362/B 632M, Alloy 6061-T6. D. Aluminum Sheet: ASTM B209, 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 5005-H15; with minimum sheet thickness according to ANSI H35.2. E. Frame Anchors: Same type as door face. F. Inserts, Bolts and Anchor Fasteners: Hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329. 2.03 FABRICATION A. General: Provide access door and frame assemblies manufactured as integral units ready for installation. B. Metal Surfaces: For metal surfaces exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness. C. Doors and Frames: Grind exposed welds smooth and flush with adjacent surfaces. Furnish attachment devices and fasteners of type required to secure access doors to types of supports indicated. 1. Provide mounting holes in frames for attachment of units to metal or wood framing. D. Latching Mechanisms: Furnish number required to hold doors in flush, smooth plane when closed. — 1. For cylinder locks, furnish two keys per lock and key all locks alike. 2. For recessed panel doors, provide access sleeves for each locking device. Furnish plastic grommets and install in holes cut through finish. 605493343-2 08 31 13-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I E. Extruded Aluminum: After fabrication, apply manufacturer's standard protective coating on aluminum that will come in contact with concrete. 2.04 FINISHES — A. Comply with NAAMM's "Metal finishes Manual for Architectural and Metal Products" for recommendations for applying and designing finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished work: Noticeable variations in same piece are not acceptable. — Variations in appearance of adjoin components are acceptable if they are within the range of approved samples and are assembled or installed to minimize contrast. D. Aluminum Finishes: 1. Mill finish. 2. Clear Anodic Finish: AAMA 611,AA-M12C22A31, Class II, 0.010 mm or thicker. PART 3 EXECUTION — 3.01 EXAMINATION A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of the work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Comply with manufacturer's written instructions for installing access doors and frames. — B. Install doors flush with adjacent finish surfaces or recessed to receive finish material. 3.03 ADJUSTING A. Adjust access doors and hardware, after installation, for proper operation. B. Remove and replace access doors and frames that are warped, bowed or otherwise damaged. 605493343-3 08 31 13-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI SCHEDULE — Hatch Size No. Gatewell Opening(in x in) Remarks _ 1 Gatewell 3C-1 144 x 30 2 Gatewell 3C-3 90 x 30 3 Gatewell 3C-4 66 x 30 — 4 Gatewell 3C-5 30 x 20 5 Gatewell 5D-2 66 x 30 6 Gatewell 5D-3 30 x 20 — 7 Gatewell 5F-1 90 x 30 8 Gatewell 5F-2 84 x 30 9 Gatewell 5F-3 72 x 30 10 Gatewell 5F-4 30 x 20 11 Gatewell 5F-5 78 x 30 12 Gatewell 5F-7 84 x 30 13 Gatewell 3D-2 84 x 30 14 Gatewell 3D-3 84 x 30 — 15 Gatewell 3D-4 72 x 30 16 Gatewell 3D-5 72 x 30 17 Gatewell 3E-3 80 x 33 — 18 Gatewell 1-1(Bid Alternate) 36 x 30 19 Gatewell 1-2 60 x 30 20 Gatewell 3A-1 (Bid Alternate) 36 x 30 21 Gatewell 3A-2 60 x 30 22 Gatewell 5A-1 (Bid Alternate) 30 x 20 — 23 Gatewell 5A-2 30 x 20 24 Gatewell 5A-3 30 x 20 25 Gatewell 5A-4 30 x 20 — ***END OF SECTION *** 605493343-4 08 31 13-4 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SECTION 29 60 00 TEMPORARY WASTEWATER BYPASS SYSTEM 1.0 GENERAL 1.01 DESCRIPTION A. This section describes the furnishing, installing, maintaining, and removing the sanitary sewer bypass system to bypass wastewater around the gatewells for replacement of the gate inside the gatewell or replacement of the entire gatewell. B. Table 0-1 shows the pipe size entering each gatewell, the gate size in the gatewell, and the estimated 2-year flow in the sewer. Table 0-1: Estimated 2-Year Flow at Each Gatewell GatewellNalve Name 2-yr flow(gpm) 5D-2 648 5D-3 574 5F-1 1,027 5F-2 7,950 5F-3 1,032 5F-4 627 5F-5 5,114 5F-7 6,387 3C-1 6,620 3C-3 9,702 3C-4 3,218 3C-5 2,677 3D-2 6,622 3D-3 8,192 3D-4 8,564 3D-5 20 s 3E-3 8,046 3A-1 1,425 1-1 1,535 3A-2 1,323 1-2 1,324 5A-1 1,019 5A-4 177 C. At minimum, pumping capabilities upstream of each gatewell shall meet or exceed the 2-year flow, with the largest pump out of service. D. shows the upstream manhole specifications and estimated minimum static head required,which does not include headlosses due to piping or fittings. 60549334 29 60 00-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I Table 0-2: Minimum Static Head and Upstream Manhole Specifications GatewellNValve Name Minimum Static Head Upstream Manhole Estimated (ft) Depth(ft) Upstream Manhole Size(inches) 5D-2 30 14 72 5D-3 23 10 48 5F-1 26 18 60 5F-2 31 21 84 5F-3 25 18 60 5F-4 25 19 48 5F-5 30 18 72 5F-7 31 21 84 3C-1 31 19 NA 3C-3 26 14 84 3C-4 27 16 72 3C-5 24 15 48 3D-2 26 9 84 3D-3 29 21 72 3D-4 29 19 72 3D-5 27 17 60 3E-3 30 27 72 3A-1 28 Bypass same time as 1-1 60 — 1-1 27 20 60 3A-2 32 Bypass same time as 1-2 60 1-2 31 19 60 —' 5A-1 27 20 48 5A-4 15 10 48 E. Refer to Drawings and account for headlosses in the bypass pumping and piping system. F. A diversion structure allowing for diverting flow from Gatewells 5D-2 and 3C-1 will be constructed by others. No work on these qatewells may take place prior to March 2021. 1.02 SUBMITTALS A. Upon Notice to Proceed, provide the following items related to the temporary wastewater bypass system: 1. Emergency Spill Response Plan 2. Diversion Plan Checklist 3. Monitoring Plan. This Plan shall include details on devices used, they are maintained and monitored and response time in the event of a problem. — 4. Pumping Schedule 5. Equipment and Piping Schematic B. Submit a detailed proposed method for temporary diversion of sewage that follows the general — plan shown on the drawings and defined in this specification.The proposed method shall include: 1. Suction pipe and valves for multiple wastewater pumps. 2. Manufacturer, type, capacity hp, full load amperage, mounting details, and location of wastewater pumps. 60549334 29 60 00-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 3. Size and material of discharge pipe and valves from wastewater pumps. 4. Controls for wastewater pumps — 5. Size and number of tanker/vactor trucks. 6. Schedule for flow transfers and/or facility shutdowns. C. Adjustments to the approved bypass pumping schedule and schematics shall be permitted no less than two weeks prior to taking the sanitary sewer offline and will be done by change order. 1.03 SYSTEM DESCRIPTION A. Maintain continuous flow of wastewater at all times unless otherwise indicated. Provide all necessary equipment, temporary installations, and personnel to set up, test, maintain, and operate the bypass of wastewater around construction areas for the time necessary to accomplish the work. 1. All wastewater shall be conveyed to acceptable downstream facilities. 2. Flow shall not be allowed to back up or be restricted in any way. 3. Do not spill wastewater. 4. Temporary bypass systems shall be designed to convey flows specified herein. B. The Contractor shall be responsible for temporary power to operate bypass pumping equipment. C. The Contractor shall be responsible for damages (including removal of settled materials) caused by wastewater backup due to the Contractor's operations. D. Redundant equipment(pumps, drive-units, power sources, etc.) shall be included. — E. Provide multiple pumps to meet the range of flows specified and backup pumping capacity, in case of pump failure for flow above 1,000 gpm. F. Backing up mainline sewer to raise water levels to meet the NPSH/suction requirements of bypass pumping may be required. The level to which sewer must be backed up is to be determined by the contractor.Any laterals coming into the main line sewer that may be impacted by this raised level shall be televised or dye or smoke tested to determine impacts to businesses and/or residents. If it is determined that a service will be impacted by backup,the Contractor shall inform the Engineer and the Owner. If it is determined that service will be impacted by backup, the Contractor shall inform the businesses and/or residents a minimum of five working days in advance of actually beginning bypass pumping,which includes placing door hangers and written communication to the businesses and residents indicating nature and duration of impact. 48 hours prior to beginning the Contractor shall verbally notify the businesses and/or residents. Backflow prevention devices shall be installed where it is determined that sewer backup will — impact businesses and/or residents. Up to ten (10)such instances shall be considered incidental to the bypass pumping bid item.All efforts to reduce water levels(including work during low flow periods) shall be considered prior to impacting businesses and/or residents. — G. Due to small diameter manholes and deep sewers, the Contractor may bypass pump out of two manholes if needed to make up the total flow that requires pumping. H. In addition to the items listed in this specification and the drawings, the following items are considered incidental to the bypass pumping: 1. All bedding and backfill as needed for installation of bypass pipe. — 2. All items as detailed on the drawings, including plugs for bypass pumping. 3. Cleanup of bedding and backfill used for installation of bypass pipe. 4. Repair of manholes. 5. Repair of roads and paths. 6. Landscaping and seeding on areas disturbed by Contractor operations. 60549334 29 60 00-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 7. Traffic control signage and barricades for roads and trails. — 1.04 PROJECT CONDITIONS A. See contract drawings for site layout and sanitary sewer pump temporary bypass system estimated capacities. B. The Contractor shall monitor the bypass system during construction. If a spill occurs and is ._ related to a deficiency in the equipment or bypass system assembly, the Contractor shall be responsible for cleanup. C. Pump Requirements: "' 1. Provide portable pumps. 2. Provide the required number of pumps to operate based on the flow capacity listed in Table _ 0-1. The pumping capacity shall be equal to the listed flow with the largest pump out of service. D. Suction Location: 1. Manhole. 2. Sump. E. Discharge Location: 1. Tanker truck. _ 2. Temporary bypass piping. a. Wastewater from bypass piping/pumping should be discharged at a downstream manhole as indicated in Drawings. F. Electrical Requirements: 1. Electrical connections are not available for bypass pumping. Generators may be used, as needed, for electrically operated pumps. G. Weather-Protection Requirements: 1. Provide an enclosure around all control panels and pumping equipment for weather protection. Provide necessary electric unit/space heater(s) to maintain the enclosure interior above freezing. H. The contractor is responsible for all activities relating to installation, monitoring, operation, maintenance, response, removal, and cleanup of the bypass system. _ 1.05 SERVICE REPRESENTATIVE A. Provide qualified service representative to setup,test, and operate the bypass system. 1.06 QUALITY ASSURANCE A. Contractor must have a minimum of five (5) years' experience with temporary bypass of wastewater. 1. Submit three (3) references upon request. -- 60549334 29 60 00-4 FY 2021 SANITARY SEWER GATEWELL _ REPAIRS-PHASE I B. Each temporary wastewater bypass system shall be designed and certified by a registered Professional Engineer. 1.07 MANUFACTURERS A. Northern Dewatering B. Rain for Rent C. Griffin Dewatering D. Engineer approved equivalent. PART 2 PRODUCTS NA PART 3 EXECUTION 3.01 GENERAL A. Where bypass piping routes or activities may affect businesses and/or residents, coordinate with the businesses and/or residents to select a piping route that will minimize the impact to their operations. B. Where existing flow cannot be maintained, interruption of service shall be minimized such that no discharge of sanitary sewage to any natural waterway, storm sewer, open trench, ground surface, streets or gutters occurs nor shall such interruption create a public health hazard from sewage backups or overflows. Bypass operations and staging must be in conformance with the plans and specifications. Situation dependent changes may be approved by the Engineer subsequent to bidding. The Contractor may submit changes to the sanitary sewer bypass pumping and staging plans to the Engineer for approval based on specific circumstances subsequent to bidding.All costs associated with changes to the bid documents, as submitted by the Contractor, shall be at no additional cost to the Owner. Approval of all changes shall be at the sole discretion of the Engineer. Sewage bypassing shall comply with all applicable standards and regulations as well as all bid documents C. Upon starting work, the Contractor assumes all responsibility to provide sufficient bypass pumping capacity and related equipment capable of handling all sewer flows, including those in excess of the peak daily flow. Equipment and piping sized based on the flow provided in these specifications will be unable to handle extreme rain events. Thus, the Contractor must either plan to stop work prior to such events or submit changes to the Engineer and City increasing capacity of the bypass system. It shall be the Contractor's full responsibility to monitor weather forecasts prior to performing work requiring the use of temporary bypass pumping to ensure actual sewer flows will not exceed the pumping capacity of the bypass system. Should significant rainfall be expected,the Contractor shall reach a proper stopping point(point in which transferring flows back to the interceptor will not damage existing utilities or in-progress/recently completed work), transfer sanitary sewer flows back through the gatewell and stop work. The Contractor shall be held solely responsible for all damages and additional costs associated with transferring flows back to the gatewell prior to passing inspection and testing as well as all costs incurred by the City or property owners due to inadequate or ineffective bypass pumping equipment, capacities and overall Contractor negligence. D. Develop an Emergency Spill Response Plan subject to the approval of the Engineer and Owner. The Plan shall have the minimum requirements: 60549334 29 60 00-5 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 1. One set of repair clamps/coupling for each temporary force main pipe size and type shall be stocked on-site prior to starting any pumping of wastewater to perform the work. Any use of these spare materials will require immediate replacement within one calendar day. 2. Prior to bypassing wastewater, the Contractor shall successfully hydrotest the temporary piping system. Contractor is responsible for supplying water needed to hydrotest temporary piping system. 3. At minimum, Contractor will evaluate the condition of the bypass piping system at the beginning and end of each work day. Contractor shall continually monitor the bypass system during construction activities. a. Contractor shall provide at least one person that is responsible for the bypass pumping system and available 24 hours a day, 7 days a week. Such person shall be present whenever bypass pumps are in operation. 4. If a break or spill occurs, or if vandalism occurs that results in a spill, then the Contractor shall contact City staff. If the incident is due to vandalism, then the Contractor shall also notify the local police and obtain a police report. 5. Contractor will have their emergency repair and cleanup respondents on site within one hour to assess the situation and initiate the appropriate action. The first response will be to stop the spill immediately. Depending upon the nature of the incident, the Contractor's responders may need to call in additional equipment and personnel. 6. Contractor's respondents will review the cause of the problem and will implement the appropriate corrective action. This corrective action may involve, but not necessarily be limited to, pumping wastewater into tanker trucks and hauling sewage to a downstream location until such time that repairs can be completed. 7. Depending on the nature of the situation, a spill may result in standing wastewater in places. Contractor shall utilize appropriate equipment to pump or suction up the wastewater and dispose of it either by tanker truck or via the repaired system. This action will take place in a timely manner as logistics permit, but within 12 hours of the incident or a shorter time period if required by local or state authorities. Clean up shall be to the satisfaction of the Owner, Engineer, and local or state authorities. a. If in an appropriate area to do so, lime or gypsum should be sprinkled on those areas of spilled wastewater to buffer any excess nitrogen that may have been absorbed. 8. The Contractor shall issue a report to the Owner and Engineer on the date and time of the incident, the estimated amount of spillage, the cause of the incident, and the action taken including both the corrective action and the cleanup activities. Attach any police reports, if applicable. E. Develop a Bypass Plan Checklist subject to approval by the Owner and Engineer. The Plan shall have the following minimum requirements: 1. Diversion Start-up Check List. Include notifications to the Owner and Engineer just prior to start up and provide a copy of completed check list showing that all conditions are met. a. All equipment and materials necessary for the installation of the new facility are on site. b. The bypass pipe was successfully hydrotested. c. All required redundant back-up systems are in place and ready to function. d. The Emergency Spill Response Plan has been approved and attendant has proper training and phone numbers. -� e. Back-up repair couplings and/or clamps for each size and type used are on site. The diversion set-up plan detailing the proposed method for temporary bypass of wastewater has been approved. 60549334 29 60 00-6 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 2. Diversion Shutdown Check List. Include notifications to the Owner and Eng -leer just prior to shut down and provide a copy of completed check list. F. Notify the Owner in writing a minimum of 14 working days and 5 days in advance of a planned connection or shut down. Notify the Owner verbally 48 hours in advance o- the planned connection or shutdown. G. Prior to bypassing wastewater, hydrotest the bypass pipe to 1.5 times the peak pressure based on the static head, or 20 psi,whichever is greater, and hold for two hours. The test fails if leakage is observed or if the pressure drop exceeds 5 percent of the test pressure over the two-hour test period. This hydrotest shall be repeated for each subsequent bypass where the pipe is disassembled and later reassembled. H. Do not begin the bypass of wastewater without the Owner's approval and evidence of a completed start-up checklist. Do not terminate pumping/bypass of wastewater without the Owner's approval and evidence of a completed shutdown checklist. Coordinate with Owner for scheduling. Contractor shall have a Monitoring Plan with the following required: 1. At all times when any Contractor equipment, bulkheads or other devices are in the Owner's sewer, Contractor shall provide a system with the means to detect or determine that flow is not backing up abnormally and is hence moving properly through the sewer and/or temporary bypass piping. System shall be such that should a problem arise,the Contractor is alerted by the system and the Contractor can respond within 60 minutes to the site. Any device(s)that the Contractor uses shall be tested or checked daily and a log of such shall be maintained. a. Contractor shall maintain the system and shall have access to spare parts as necessary to keep it functioning properly. Maintenance on the system shall be recorded in the log. J. Upon completion of the work and flow transfer, the temporary bypass system sha I be removed and all affected surface improvements shall be restored to a condition equal to or t etter than the condition existing prior to construction, including by not limited to: 1. Roads. 2. Paths/trails. 3. Landscaped areas. 4. Fences. ** * END OF SECTION * " * 60549334 29 60 00-7 FY 2021 SANITARY SEV/ER GATEWELL REPAIRS-PHASE I SECTION 31 23 19 DEWATERING (SUBSURFACE AND SURFACE WATER) PART 1 GENERAL 1.01 SCOPE The work provided for herein consists of furnishing all plant, equipment, labor and materia'is; performing all operations required for designing, furnishing, installing, and operating systems to dewater the excavations; maintaining these areas free from water during construction operations; and removing the system. Dewatering includes lowering unconfined and confined ground water levels and cor trol of surface water. 1.02 MEASUREMENT AND PAYMENT No separate measurement will be made for dewatering. Payment for this work shall be made as part of the mobilization and general items pay item. Price and payment shall constitute full compensation for furnishing all labor, material, and equipment; designing, furnishing, installing, maintaining, operating, flooding, and removing the subsurface and surface water control facilities; maintaining the dewatered area; and all work incidental thereto including construction of wells, wellpoints, dikes, sumps protection of slopes and all other work that may be necessary to accomplish the specified dewatering results and that is not specified to be paid for separately. 1.03 DEFINITIONS A. Dewatering is defined as (a) lowering the ground water below the slopes and bottom of the excavation to ensure dry, firm working conditions and reducing to safe levels of aiy hydrostatic uplift pressures in any confined or unconfined foundation strata and/or aquifers necessary to ensure the stability and integrity of the foundation; and (b)the control of surface water. B. Dewatering system is defined as the machinery, equipment, and appurtenances iecessary for and related to the accomplishment of dewatering, including the collection, _iiversion and disposal of all surface water. C. Unwatering is defined as the process of removing all surface water within an exca✓ation. 1.04 DESIGN The dewatering system shall be designed in accordance with generally accepted current geotechnical/civil engineering practice. The construction dewatering system shall be designed to lower the piezometric groundwater level in pervious strata underlying the planned excavations for the 2% probability water level at or adjacent to the site. The design, indicating the criteria used, shall be submitted to the Engineer for approval. 1.05 MODIFICATIONS TO DESIGN All modifications to the initial dewatering system design shall be designed by an experience) construction dewatering professional and submitted for review and approval. The Contractor shall furiish a signed statement by the dewatering professional stating that the installation is in conformance with the approved design. 60549334 31 23 19-1 FY 2021 SANTIARY SEWER GATEWELL REPAIRS-PHASE I 1.06 DEWATERING REQUIREMENTS A. The dewatering system shall be of a type and capacity to accomplish all requirements specified herein. 1. The dewatering system shall include standby pumping and power supply such that a continuously operable system is available during pump failures, etc. The Owner will not provide a power source for dewatering equipment. — 2. The dewatering system shall be of such capacity that it will lower and maintain the piezometric water level to an elevation at least 2 feet below all earth slopes and excavation surfaces lying within the area. The system shall have sufficient capacity to accomplish this desired result, allowing for normal variation in soil properties and foundation conditions. Contractor shall install at least two 2-in. diameter open standpipe piezometers at approved locations and elevations for the purpose of demonstrating compliance with this specification at all times dewatering is required. 3. New calibrated flow meters with instantaneous and totalizing indication shall be installed in the discharge lines from each dewatering well or wellpoint pump. Flow meters shall be installed in accordance with the manufacturer's directions and shall be accurate to within 3% or the measured flow. 4. The piezometric water level shall be maintained continuously as specified above so that construction operations can be performed without interruption due to high piezometric levels. 5. No upward or lateral flow of ground water into the excavated area will be permitted at any time. The dewatering system shall be operated at all times that the excavation extends below the phreatic surface or the piezometric water level. 6. The dewatering system may consist of wells, wellpoints, pumps, standby pumps, filtered _ sumps, sump pumps, ditches, and necessary appurtenances capable of intercepting seepage before it exits on any interior surface or excavation face and of providing control of surface water. The pumping system shall be operated as required in (4) above to prevent flooding filter materials and fresh concrete; and shall be designed to control a rainfall intensity of 5 inches in 24 hours. Protection of all slopes will be required to prevent erosion under normal surface runoff and construction conditions. Slope protection may include proper drainage, berms, mulching, vegetation, geosynthetics, etc. 7. Unwatering of an excavation need not be accomplished by sumping alone, but may utilize sumping in addition to positive dewatering accomplished with a system meeting the requirements of subparagraph (6) above. Unwatering shall at all times fulfill the requirements of subparagraph (5) above. 8. The dewatering system shall be designed, installed, and operated in a manner that will preclude removal of materials from the foundation by the pumping operation (hereafter referred to as "sanding"). The maximum acceptable sand content in the discharge from wells or wellpoints shall be 2 parts per million by volume as measured using a Rossum centrifugal sand tester or equal. 9. The rate of unwatering the excavation shall be designed to provide for a stable excavation. _. 1.07 SUBMITTALS The submittal will be for Engineer information only. The following shall be submitted in accordance with Section 01 33 00. 60549334 31 23 19-2 FY 2021 SANTIARY SEWER GATEWELL REPAIRS-PHASE I Preconstruction Submittals: Dewatering Plan: Complete dewatering design package with details of the proposed dewatering facilities to the Engineer for review and approval. The design package shall also show the locations and depths of piezometers for monitoring the ground water level as well as discharge locations. 1.08 QUALITY CONTROL GENERAL A. Contractor shall establish and maintain quality control for all dewatering plans and operations to assure compliance with the contract requirements and shall submit and maintain records of the — quality control for all construction operations, including but not limited to the following: 1. Designing. 2. Fabrication and workmanship. 3. Installation, operation, and removal. 4. Monitoring ground water(piezometric) elevations. 5. Measuring discharge flowrate and cumulative volume from dewatering system where flow meters have been installed for that purpose. 6. Monitoring of sanding. B. Reporting 1. An original and two (2) copies of these records and tests, as well as the corrective action taken, shall be furnished to the Engineer daily. Reports of operation and inspection shall include the following data: time of operation of each well and sump pump, discharge flowrate or cumulative discharge based on totalizer readings, sanding rates, problems, proposed corrective actions, and any other pertinent data. 1.09 INITIAL TESTING A. Upon installation of the system, the Contractor shall test and evaluate the completed system to demonstrate that the system is, in fact, capable of performing the intended dewatering operation as outlined herein. The Contractor shall give the Engineer 24-hour advance notice of its intention to perform testing. The documentation of results of the test shall be provided to the Engineer within 48 hours of completion. All wells or wellpoints shall be checked for sanding in — the presence of the Engineer immediately following installation. Measurements shall be made using a Rossum centrifugal sand tester in strict accordance with the recommendations of the manufacturer (http://www.roscoemoss.com/waterwell-rossum.html). Any well or wellpoint found to be producing greater than two (2) ppm sand after five (5) minutes of pumping shall be repaired, replaced, or abandoned. PART 2 PRODUCTS (NOT USED) NA PART 3 EXECUTION 3.01 OPERATION A. The Contractor shall perform dewatering and maintain the work areas in a dry and pressure- relieved condition as long as necessary for the work under this contract. Once an area is 60549334 31 23 19-3 FY 2021 SANTIARY SEWER GATEWELL REPAIRS-PHASEI dewatered, it shall be maintained in a dewatered condition until all work in that area (including backfill to final grade) is completed. B. Do not discharge water from the dewatering system onto landscaped areas, public parks, or other areas that could be damaged by additional water. Discharge to the storm sewers where possible. 3.02 MAINTENANCE AND SERVICING The Contractor shall be responsible for the maintenance, servicing, and repairs of the entire dewatering system and appurtenances during the life of the contract, including replacement of any and all wells, wellpoints, sumps and pumps performing unsatisfactorily. Contractor shall perform additional sanding checks on individual wells and wellpoints using a Rossum sand tester as requested by the Engineer in the presence of the Engineer. 3.03 REMOVAL The dewatering facilities shall be maintained until completion of subsurface work, and then shall be completely removed. Wells may be left in place if grouted as discussed below and cut off 3 ft or more below final grade and then backfilled with compacted native soil. However, no dewatering facilities of any kind shall be removed without prior approval of the Engineer. All pumps and appurtenances employed in the dewatering system and all materials other than earth shall remain the property of the Contractor and shall be removed from the site of the work. All holes created by removal of dewatering facilities shall be plugged with cement grout in accordance with applicable state regulations or in accordance with the instructions by the Engineer. Any approvals of the implementation and/or removal plans by the Engineer do not shift the responsibility for the removal of the system from the Contractor to the Owner. Nor does an approval relieve the Contractor of his responsibility to provide a removal plan that is consistent with industry standards, state regulations, and prudent construction practices. *** END OF SECTION ** * 60549334 31 23 19-4 FY 2021 SANTIARY SEWER GATEWELL REPAIRS-PHASEI SECTION 40 05 31 MANUALLY ACTUATED VALVES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Process mechanical manually actuated valves and check valves. Process mechanical valves and check valves are shown or noted on Process-Mechanical Drawings and on Civil Site Piping Drawings. Civil Site Piping Drawings may also show site utility plumbing, fire protection and HVAC valves which are specified in other sections. 2. Valve accessories. B. Some products specified in this section may not be required in this contract. Refer to other specifications and Drawings to determine particular products to be provided under this contract. 1.02 SUBMITTALS A. Product Data: 1. Manufacturer's standard product data and catalog information for valves and accessories. 2. Provide for each different type number and size of valve: a. Dimensioned drawing of valve and valve accessories showing valve, actuator mounted on valve showing actuator orientation, valve mounted accessories, and required clearances. b. Indicate pressure rating (list unseating rating separately if different than seating), materials of construction, end connection type, size, actuator type, and manufacturer's product number. 3. Indicate valve type number from this specification on product data and catalog information. 4. For valves used in chemical services, submit valve manufacturer's chemical resistance guide showing suitability of valve materials for service conditions. B. Submit in accordance with Section 01 33 10. C. Operation and Maintenance(O&M) Data: 1. Submit in accordance with Section 01 78 23. 1.03 QUALITYASSURANCE A. Provide valves and accessories with same type number from one manufacturer to achieve standardization for operation, maintenance, spare parts, and manufacturer's services. PART 2 PRODUCTS 2.01 GENERAL A. All valves shall be suitable for wastewater application. - 60549334 40 05 31-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS -PHASE I B. Cast name of valve manufacturer and size of valve on body or bonnet or show on permanently attached stainless steel plate in raised letters. C. Cast on valve body or indicate on operator word`open"and arrow indicating direction to open. 2.02 PLUG VALVES A. Type 725: Use for all services where eccentric plug valve is shown on Drawings except as listed under other plug valve types. 1. Manufacturers: a. DeZurik PEF. b. Engineer approved equivalent. 2. 4 in. and greater. 3. Eccentric,non-lubricated, resilient faced plug type, full/100% port. 4. Body: Cast Iron ASTM A126 _ 5. Plug: Ductile Iron ASTM A536 6. Bolts and Nuts: Zinc Plated Carbon Steel or Stainless Steel 7. Valve Ends: Flanged End for non-buried applications, mechanical joints for buried valves 8. Bearing: 316 Stainless Steel 9. Pressure Rating: 150 psi minimum 10. Valves shall be capable of submerged service and passing a pipe cleaning pig of diameter equal to directly adjacent piping. 11. Provide valve actuator stem extensions for all plug valves in valve vaults. Provide valve boxes for all buried valves. Valve boxes and covers shall be 3 piece assembly. 5-1/4 inch assembly. Box and cover shall be cast iron in accordance with ASTM A48/A48M, Class B. Provide stem extension ending 6 inches below box cover. Provide 4 ft long tee wrench for operating valves (1 qty). See"accessories"section of this specification. 12. Stem extension and square nut with valve box required for all buried valves. 2.03 ACCESSORIES A. Valve Actuators: 1. Open valve by turning counterclockwise. 2. Provide actuator type as specified under each valve specification above, unless otherwise shown or specified. B. Worm and Gear Actuators: 1. Totally enclosed design. 2. Sized for valve operation under valve rated pressure with pull of 40 lbs on handwheel or chain wheel. 3. Self-locking to prevent valve position creep. 4. Hardened alloy steel worm. _ 5. Reduction gearing runs in lubricant. 6. Orientate operators to avoid interference with adjacent piping, equipment, and structures. 7. Valve position indication. C. Valve Boxes: 1. Provide for buried valves. 2. Three-piece screw type cast iron box and cover. 60549334 40 05 31-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS -PHASE I 3. Valve box diameter of 5-1/4 in.with length as required for installation. 4. Provide valve with extension stem, complete with operating nut, to bring operating nut to point 6 in. below box cover. 5. Provide 4-foot long tee wrench for operating valves (1 qty). D. Floor Boxes: 1. Provide for valves as shown on Drawings. 2. Cast iron box and cover. 3. Provide valve with extension stem, complete with operating nut, to bring nut to point 6 in. or less below box cover. — E. Buried and Submerged Valve Actuators: 1. Provide seals on shafts and gaskets on valve and actuator covers to prevent water entry. 2. Provide totally enclosed actuator mounting brackets with gasket seals. F. Extension Stems for Submerged Valves: 1. Provide for valves as shown on Drawings. 2. Provide with intermediate stem guides with maximum spacing not exceeding 10 ft or L/R not exceeding 200. 3. Type 304 stainless steel. PART 3 EXECUTION — 3.01 INSTALLATION A. Install according to manufacturer's instructions and approved submittals. B. Bolt holes of flanged valves shall straddle vertical centerline of pipe run. Before installing flanged valves, clean flanged faces. After cleaning, insert gasket and bolts, and tighten nuts progressively and uniformly. C. Where space permits, 100% pipe area eccentric plug valves shall be installed with the plug stem horizontal in horizontal pipelines, with the plug opening toward the top of the pipe. Chain wheel operated valves in horizontal pipelines shall have actuators rotated about the valve shaft to allow for the chain to fall, and to clear adjacent piping and other pipe components. For vertical pipe installations, eccentric plug valves shall be installed with the seat side up when closed. For applications for suspended solids, where possible, install eccentric plug valves with the seat side toward the higher pressure when closed. 3.02 FIELD QUALITY CONTROL A. Tests: 1. Pressure test valves at same time adjacent piping is tested. 2. If valve leaks under pressure, loosen valve threads or joint, loosen or remove nuts and bolts, reseat or replace gasket, retighten or reinstall nuts and bolts, and retest joints. 3. Protect parts of valves or operators that could be damaged by test. 3.03 ADJUSTING A. Position Switches: After valve installation, adjust for valve travel. ***END OF SECTION*** 60549334 40 05 31-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS -PHASE I SECTION 40 05 62 FRP SLUICE GATES PART 1 GENERAL A. Section Includes: 1. 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 of gate 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 any direction. 8. Gates shall be as shown on Drawings. B. Performance Requirements: 1. Field Leakage Criteria: 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. 60549334 40 05 62-1 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 maintenance, spare parts, operation, and manufacturer's service. B. Defects: 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 316 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 d. Compressive Strength 22,000 psi e. Impact Strength 9.0 ft-lbs/in. — f. Water Absorption 0.13% (in 24 Hours) 60549334 40 05 62-2 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I C. Stems and Gate Hardware: 316 Stainless Steel. 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- UHMW 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. B. Thrust Collar-Cast Iron. ASTM A-126 Class B. C. Anchor Bolts -T-316 Stainless Steel. 2.04 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. 2.05 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. 60549334 40 05 62-3 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. 2.06 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. 2.07 FRAMES AND GUIDES A. Design guides for embedment, wall mounting to meet Project requirements. _ B. Fabricate guides from 316 stainless steel and have slot for mating with gate cover. 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 316 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. Do not use wall thimbles for installation. 2.08 OPERATING STEMS A. Equip each slide gate with rising operating stem. B. Stem shall be Type 316 stainless steel with Acme threads and provided with adjustable stop collars to limit upward and downward travel. C. Stems shall have maximum UR of 200. 60549334 40 05 62-4 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I D. Stem guides with FRP bushings shall be used to maintain an L/R of 200. 2.09 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. 2.10 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. 2.11 ANCHOR BOLTS A. Adhesive Anchors: Ramset/Red Head Epcon System or Hilti HIT System. B. Not less than 1/2-in. diameter. C. Provide anchor bolts with size to withstand force created by operation of gate. _ 2.11 COATING A. Manufacturer shall be responsible for factory surface preparation, shop priming of any exposed ferrous metal surfaces. Do not paint or coat fiberglass components or stainless steel. CONTRACTOR is responsible for field painting. System shall comply with: 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. 2.12 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 316 stainless steel housing and support with Type 316 stainless steel pedestal to place input shaft or crank arm approximately 36 in. above floor. 60549334 40 05 62-5 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. 2.13 ELECTRIC ACTUATORS—GATEWELL 3C-5 ONLY A. All electric actuators shall conform to the requirements of AWWA Standard C-540. B. All electric actuators shall include a permanently installed means to manually operate the gate in the event of power loss or failure of electric motor. _ C. Actuators shall contain motor, gearing, manual over-ride, limit switches, torque switches, drive coupling and integral motor controls. D. Gate closing speed will be 12 inches per minute. E. The motor shall be specifically designed for actuator service. The motor will be of the induction type, with Class F insulation and protected by means of thermal switches imbedded in the motor _ windings. Motor enclosure will be totally enclosed, non-ventilated. F. Motors will be capable of operating on 460V, 3-phase, 60hz power. G. Actuator shall have integral close coupled safety disconnect switch. H. Actuator housing shall be NEMA 4X/6P. I. NEMA 4X/6P enclosures shall have a watertight double seal plug and socket connector between the terminal compartment and actuator enclosure to prevent moisture from entering the actuator via the conduit entries. J. All gearing shall be grease lubricated and designed to withstand the full stall torque of the motor. K. Manual operation will be available by means of a lockable hand wheel. Return from manual to electric mode of operation will be automatic upon motor operation. A seized or inoperable motor shall not prevent manual operation. L. Limit switches will be furnished at each end of travel. Limit switch adjustment will not be altered by manual operation. Limit switch drive shall be by counter-gear. Limit switches must be capable _ of quick adjustment requiring no more than five (5) turns of the limit switch adjustment spindle. One set of normally open and one set of normally closed contacts will be furnished and available for use by the plant control system at each end of travel where indicated. Contacts shall be of silver and capable of reliably switching a low voltage DC source from the control system furnished by others. M. Mechanically operated torque switches shall be furnished at each end of travel. Torque switches will trip when valve load exceeds torque switch setting. The torque switch adjustment device must be calibrated directly in engineering units of torque. N. All wiring shall be terminated at plug and socket connector. _ O. Actuators shall be capable of operating in an ambient temperature range of-20 to+175 degrees F. P. Mechanical dial position indicator will be furnished on all gates. Two wire position feedback transmitter(4-20 mADC signal)will be furnished where indicated. 60549334 40 05 62-6 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI Q. All actuators in open/close service will be furnished with integral motor controls consisting of reversing starters,control transformer,"open-stop-close"pushbuttons,"local-off-remote"selector switch in addition to red and green position indicating lights. R. All actuators in modulating service will be furnished with a feedback potentiometer in addition to the following motor controls: reversing starters, control transformer, phase descriminator, monitor relay, positioner, "open-stop-close" pushbuttons, "local-off-remote" selector switch in addition to red and green indicating lights. The positioner shall be capable of accepting a 4-20 mADC signal from a controller and positioning the gate by comparing the command signal with the present gate position as indicated by the feedback potentiometer mounted inside the actuator. The positioner shall be field adjustable to fail to the "open," "closed" or"last" position on loss of 4-20 mADC command signal. S. Actuators shall be equipped for remote operation via field wired discrete and analog I/O signals. T. Actuator control buttons, switches and indicators shall be protected from unauthorized use and vandalism by means of a lockable cover. U. All actuators shall be manufactured by AUMA Actuators, Inc., or Engineer pre-approved equal. 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 in presence of ENGINEER. B. Repair leaks or other imperfections found upon testing. 3.03 FIELD TESTING A. Preparation: 1. Schedule field testing which affects operation through City 48 hours before testing. 2. 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. 60549334 40 05 62-7 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 the Contractor's sole discretion,testing may be performed with video monitoring equipment at no additional cost to City. — Schedule 1-Gate Component Materials Equipment Tag Size Seating Head(ft) Unseating Head Remarks Number (ft) GV-5D-2 42 39 17 GV-5D-3 21 39 20 GV-5F-1 36 32 24 — GV-5F-2 54 39 28 GV-5F-3 30 35 24 GV-5F-4 18 33 26 GV-5F-5 48 36 24 GV-5F-7 54 38 28 GV-3C-1 60 40 26 GV-3C-3 60 34 20 VWVTP Outfall _ GV-3C-4 42 35 23 GV-3C-5 24 32 23 Electric Actuator GV-3D-2 60 34 21 GV-3D-3 48 34 26 -- GV-3D-4 48 35 26 GV-3D-5 36 33 21 GV-3E-3 48 29 29 GV-3A-1 36 36 22 Bid Alternate Only — GV-1-1 36 35 27 Bid Alternate Only GV-3A-2 36 39 24 GV-1-2 36 39 26 GV-5A-1 12 32 17 Bid Alternate Only — GV-5A-2 8 21 21 GV-5A-3 6 23 23 GV-5A-4 18 21 15 _ Notes: 1. Gate manufacturer shall coordinate with precast manufacturer to ensure top slab design is compatible with gate loads. 2. All gates shall be non-self-contained. — 3. Field verify depths prior to issuing shop drawings. *** END OF SECTION *** -- 60549334 40 05 62-8 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I GENERAL SPECIFICATIONS FOR CONSTRUCTION CITY OF WATERLOO, IOWA Department of Engineering SECTION A -Definitions of Terms SECTION B -Scope of work SECTION C -Control of Materials and Work SECTION D -Procedure and Progress SECTION E -Measurements and Payments SECTION F -Legal Relations and Responsibility SECTION A-DEFINITIONS OF TERMS 1. CITY. The City of Waterloo, Iowa, which is the Party of the First Part of the accompanying contract, acting through its authorized representative. 2. COUNCIL. The duly elected Council of the City of Waterloo, Iowa. 3. ENGINEER. The City Engineer of Waterloo, Iowa, or his authorized representative. 4. INSPECTOR. The authorized representative of the Engineer assigned to the detailed inspection of the work or materials therefor and to such other duties as may be delegated to him in these specifications. 5. CONTRACTOR. The Party of the Second Part in the accompanying contract for the improvement covered by these specifications, or his authorized representative. 6. SUBCONTRACTOR. Any person, firm, or corporation who has, with the approval of the Council, contracted with the Contractor to execute and perform in his stead all or any part of the contract. 7. BIDDER. Any individual, firm, or corporation submitting a proposal for all or a part of the work provided for in these specifications. 8. PROPOSAL GUARANTEE. The security designed in the Notice of Bidders or Proposal to be furnished by the bidder as a guarantee of good faith to enter into a contract and furnish an acceptable bond for the work contemplated if it be awarded him. 9. SURETY. The corporate body bound with and for the Contractor for the acceptable performance of the contract. 10. PROPOSAL. The written Proposal, submitted by the bidder in the prescribed manner and on the standard form, for the improvements covered by these specifications. "— 11. SPECIFICATIONS. The documents that set forth the manner in which the proposed work is to be accomplished which have been prepared by the Engineer and approved by the City Council, official copies of which are now on file with the City Clerk. 12. SPECIAL PROVISIONS. Clauses or memoranda not contained herein, applying to the contract of which these specifications are a part, which change or supplement these specifications. 13. CONTRACT. The agreement entered into between the City and the Contractor, setting forth the terms under which the work covered by the plans and specifications is to be performed. The contract includes all conditions, definitions, and instructions set forth in the official publications relating to GENERAL SPECIFICATIONS CONTRACT NO.951 GS-1 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I the work, the official contract 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 GENERAL SPECIFICATIONS CONTRACT NO.951 GS-2 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. 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 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 toe erection of temporary construction facilities and storage of his material, together with the right of access to same. 9. CITY WATER. The Contractor shall be allowed to use City Water but before any water is used, he shall make application to the Waterloo Water Works for a temporary water connection from a fire hydrant or by some other connection method. Water usage will be charged at the rate for temporary water service. The rules, regulations, and water rates are available at the Waterloo Water Works offices at 325 Sycamore Street or their telephone number is 319-232-6280. 10. RIGHTS OF VARIOUS INTERESTS. Whenever work being done by the C ty'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 GENERAL SPECIFICATIONS CONTRACT NO.951 GS-3 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. 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 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. GENERAL SPECIFICATIONS CONTRACT NO.951 GS-4 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 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. 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 b€ necessary to insure the proper execution of the Contract. He shall also have authority to reject an' work and/or materials which do not conform to the specifications, to direct the application of forces to ::any portion of the work as, in his judgment, is required, and to order the force increased or diminished, and to decide questions which arise in the execution of the work. 4. ENGINEER'S DECISIONS. The Engineer shall, within a reasonable time, make decisions on all claims of the Contractor and on all other matters relating to the execution aid progress of the work or the interpretation of the contract documents. All such decisions of the Engineer shall be final except as to the element of time and financial consideration involved, which, if no agreement in regard thereto is reached, shall be subject to arbitration. 5. STAKES AND INSTRUCTIONS. The Contractor shall provide reasonable and necessary opportunities and facilities for setting stakes and making measurements. The Contractor shall not furnish stakes or men to set them. He shall not proceed until he has received from the Engineer such stakes and instructions as may be necessary to the progress of the work. The Contractor shall carefully preserve benchmarks, reference points, and stakes, and in case of willful or careless destruction, he shall be charged with the resulting extra expense and shall be responsible for any mistakes that may be caused, by their loss or disturbance. 6. SUPERINTENDENCE. The Contractor shall keep on his work during its progress a competent superintendent and any necessary assistants, all satisfactory to the Engineer. The Superintendent shall not be changed except with the consent of the Engineer, unless the Superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The Superintendent shall represent the Contractor in his absence, and all directions given to him shall be as binding as if given to the Contractor. Important decisions shall be confirmed in writing to the Contractor. Other a rections 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. 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 GENERAL SPECIFICATIONS CONTRACT NO.951 GS-5 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I UNIEr Contractor. If the Contractor does not pay the expense of such removal within a reasonable time — thereafter, the City may, upon ten (10) days'written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs and expense that should have been borne by the Contractor; or, if the net proceeds of such sale are insufficient to pay the expenses of removal, the City may deduct the balance from any amounts due the Contractor. 9. MATERIALS, EQUIPMENT, APPLIANCES AND FACILITIES. Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, 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 an use completed or partially completed portion of the work at any time, but such taking possession and use shall not be deemed an acceptance of work so taken or — GENERAL SPECIFICATIONS CONTRACT NO.951 GS-6 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 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 in the plans or to properly maintain or protect completed or partially completed construction or to maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the Engineer. 4. DELAYS AND EXTENSION OF TIME. If the Contractor be delayed in the completion of the work by an act of neglect of the City, or its employees; or by any other Contractor employed by the City; or by changes ordered in the work; or by strikes, lockouts, fire, unusual delays in transportation, unavoidable casualties, or any cause beyond the Contractor's control; or by delay authorized by the Engineer pending arbitration; or by any cause which the Engineer shall decide justifies the delay, then the time of completion shall be extended for such reasonable time as the Engineer may decide will compensate for such delay. No such extension shall be made for delay occurring more than thirty (30) days before claim therefor is made in writing to the Engineer. In the case of a continuing cause of delay, only one claim is necessary. This article does not exclude the recovery of damages for delay by either party under provisions in the contract documents. 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 GENERAL SPECIFICATIONS CONTRACT NO.951 GS-7 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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. 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 unless specified otherwise in the plans. 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 therefor the actual reasonable cost of the labor and materials entering permanently in such work, plus fifteen percent (15%) of the cost thereof. In computing the labor cost on such extra work, the following items shall be included: (a) Actual payroll expenditures for labor at the current rate therefor, and cost of materials. (b) Pay of foreman and timekeepers for actual time required on the extra work. (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 hand tools, which may be deemed necessary or desirable to use, the Contractor shall be GENERAL SPECIFICATIONS CONTRACT NO.951 GS-8 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I allowed a reasonable rental thereon, to be agreed upon in writing by the Engineer before such work is begun, and to which sum no percentage is to be added. The item of cost shall not include repairs or replacement of equipment or overhead expenses of any character. The fifteen percent (15%) allowed is considered to cover the use of hand tools and all overhead expenses except liability insurance. 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. 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 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. 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. GENERAL SPECIFICATIONS CONTRACT NO.951 GS-9 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 therefor. The Contractor shall be held liable and responsible for all damages done to water, sewer, drain, or other underground pipes and structures, and to sidewalks and private property. 3. RESPONSIBILITY FOR ACCIDENTS. The Contractor shall assume full responsibility for all damages sustained by persons or property due to the carrying on of his work until final acceptance thereof, or until released by the Engineer in writing. 4. LIABILITY INSURANCE. The Contractor shall carry liability insurance which shall save the City harmless and protect the public and any person from injury sustained by the reason of the prosecution of the work or the handling or storing of materials therefor, and said Contractor shall also carry liability insurance which 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: GENERAL SPECIFICATIONS CONTRACT NO.951 GS-10 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASEI 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 City of Waterloo, Iowa, 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 b€ 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" 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 Cor tract shall be made in writing to the party liable within a reasonable time of the first observance of such dh.mage and no later than the time of final payment, except as expressly stipulated otherwise in the case of'aulty 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 proposes for the work and shall not employ any that the Engineer may, within a reasonable time, object to as it competent 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 persons directly employed by him. GENERAL SPECIFICATIONS CONTRACT NO.951 GS-11 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I Nothing contained in the contract documents shall create any contractual relation between any _ Subcontractor and the City. 11. ARBITRATION. All questions subject to arbitration under this Contract shall be submitted to arbitration at the choice of either party to the dispute. The Contractor shall not cause a delay of the work during any arbitration proceedings, except by agreement with the Engineer. _ 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. 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. 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 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. GENERAL SPECIFICATIONS CONTRACT NO.951 GS-12 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 14. JURISDICTION. Any action in Court against the Contractor or sureties on his bond because of damages to property or individuals by said Contractor or his workmen, or because of the violation of any provisions of the specifications, or on account of the failure of said Contractor to comply fully with these provisions, shall be 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 therefor, from showing the true amount and character of the work performed and materials furnished by the Contractor, or from showing that any such measurement, estimate, or certificate is untrue or incorrectly made, or the work or materials do not, in fact, conform to the Contract. — The City shall not be precluded, notwithstanding any such measurements, estimate, or certificate and payment in accordance therewith, from recovering from the Contractor and his surety such damages as it may sustain by reason of his failure to comply with the terms of the Contract. Neither the acceptance by the City or any of its representatives, nor any payment for or acceptance of the whole or any part of the work, nor any extension of time, nor any possession taken by the City, shall operate as a waiver on any portion of the contract or of any power herein reserved, or any right to damages herein provided. A waiver of any breach of the contract shall not be held to be a waiver of any other or subsequent breach. ' END OF SECTION ** GENERAL SPECIFICATIONS CONTRACT NO.951 GS-13 of 14 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION 1. SUBCONTRACTS The contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to require compliance by each subcontractor with the applicable provisions of the contract for the improvements embraced in this contract. 2. REVIEW BY THE CITY OF WATERLOO The City of Waterloo, its authorized representatives and agents, shall at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this contract, provided, however, that all instructions and approval with respect to the work will be given to the contractor only by the City of Waterloo through its authorized representative or agents. 3. INSPECTION a. The contractor shall furnish promptly all materials reasonably necessary for any tests, which may be required. All tests by the City of Waterloo will be performed in such manner as not to delay the work unnecessarily and will be made in accordance with the provisions of the Technical Specifications. b. Inspection of materials and appurtenances to be incorporated in the improvements embraced in this contract may be made at the place of production, manufacture or shipment, whenever the quantity justifies it, and such inspection and acceptance, unless otherwise stated in the Technical Specifications, shall be final, except as regards (1) latent defects, (2) departures from specific requirements of the contract, (3) damage or loss in transit, or (4) fraud or such gross mistakes as amount to fraud. Subject to the requirements contained in the preceding sentence, the inspection of materials as a whole or in part will be made at the project site. 4. WARRANTY OF TITLE No material, supplies, or equipment to be installed or furnished under this contract shall be purchased subject to any chattel mortgage or under a conditional sale, lease-purchase or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. The contractor shall warrant good title to all materials, supplies, and equipment installed or incorporated in the work and upon completion of all work, shall deliver the same together with all improvements and appurtenances constructed or placed thereon by him to the City of Waterloo free from any claims, liens, or charges. Neither the contractor nor any person, firm, or corporation furnishing any material or labor for any work covered by this contract shall have any right to a lien upon any improvement or appurtenance thereon. Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor to recover under any bond given by the contractor for their protection or any rights under any law permitting such persons to look to funds due the contractor in the hands of the City of Waterloo. The provisions of this paragraph shall be inserted in all subcontracts and material contracts and notice of its provisions shall be given to all persons furnishing materials for the work when no formal contract is entered into for such materials. SUPPLEMENTAL GENERAL SPECS CONTRACT NO.951 SGS-1 of 2 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I FORM OF CONTRACT CONTRACT FOR THE CONSTRUCTION OF FY 2021 SANITARY SEWER GATEWELL REPAIRS- PHASE I CITY OF WATERLOO, IOWA CONTRACT NO.951 This contract made and entered into this day of , 2020, by and between the City of Waterloo, Iowa, a Municipal Corporation, (hereinafter referred to as City), and of Waterloo, Iowa, (hereinafter referred to as Contractor), WITNESSETH: PAR. 1 Contractor agrees to build and construct the FY 2021 SANITARY SEWER GATEWELL REPAIRS - PHASE I, CONTRACT NO. 951 and furnish all necessary tools, equipment, materials,.and labor necessary to do all the work called for in the plans and specifications in a workmanshiplike manner and for the prices set forth in Contractor's proposal, which was accepted by the City, and which is understood and agreed to be a part of this contract. PAR. 2 It is understood and agreed that the resolution adopted by the City Council ordering the construction of the improvement, the Notice to Contractors as published, the Instruction to Bidders, the Form of Proposal, the Construction and Maintenance Bonds, the Council Proceedings relating to this matter, and the Plans and Specifications shall all be considered as forming a part of the contract the same as though they were each set out in said contract. PAR. 3 The Contractor agrees to furnish at its own cost and expense, all necessary materials and labor for said work and to construct said improvements in a thorough, substantial, and workmanlike manner, and in strict accordance with the requirements of this contract, and of the plans and specifications made a part hereof by reference, and to the satisfaction and approval of the City and its engineer. PAR. 4 The Contractor agrees to perform said work and install said improvements on the terms set out in bid or proposal to the City which has been accepted by the City and which is by reference made a part of this contract. PAR. 5 The Contractor agrees to commence said work within ten (10) working days after receipt of "Notice to Proceed" and complete it on or before December 10, 2021, unless an extension of time is granted in writing by the Council of the City. PAR. 6 Should the Contractor fail to complete said improvements in strict accordance with the terms and conditions of this contract, or the plans and specifications therefor promptly by the date herein specified, the City may pay such additional sums as it may be required to pay by reason of the failure of said contractor and deduct any and all such sums from any amount then due the Contractor. PAR. 7 The Contractor agrees to comply with and obey all ordinances of the City of Waterloo, Iowa, relating to the obstruction of streets and alleys, keeping open passage ways for water,traffic, and protecting any excavations in any street or alley, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness, to see that the backfilling is properly done, and agrees to keep the City whole and defend any and all suits that may be brought against the City by reason of any injuries that may be sustained by any person or property allegedly caused by the Contractor, or his agents, while work is done pursuant to '— this agreement. PAR. 8 The Contractor agrees that in the event a law suit is brought against the City for damages allegedly sustained by reason of any act, omission or negligence of the Contractor or its agents, or on account of any injuries allegedly sustained by reason of any obstruction, hole, FORM OF CONTRACT CONTRACT NO.951 C-1 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I • 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. 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 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 FORM OF CONTRACT CONTRACT NO.951 C-2 of 4 — AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I 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 _, 2021. ATTEST: , City Clerk Waterloo, Iowa FORM OF CONTRACT CONTRACT NO.951 C-3 of 4 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, of (the"Principal"), and of _ _ (the"Surety"), are held and firmly bound unto the City of Waterloo, Iowa (the"Obligee"), in the penal sum of Dollars($ ), lawful money of the United States,for the payment of said sum in connection with a contract(the"Contract")dated on or about for the purpose of . The Contract is incorporated herein by reference as though fully set forth herein. Whenever the Principal shall be and is declared by the Obligee to be in default under the Contract, with the Obligee having performed its obligations in the Contract, then the Surety, acknowledging that time is of the essence, may promptly remedy the default, or shall promptly undertake to: 1. Complete the Contract in accordance with its terms and conditions; or 2. Obtain one or more bids for completing the Contract in accordance with its terms and conditions, and upon determination by the Surety of the lowest responsible bidder, or negotiated proposal, or, if the Obligee elects, upon determination by the Obligee and the Surety jointly of the lowest responsible bidder, or negotiated proposal, arrange for a contract between such party and the Obligee. The Surety will make available as work progresses sufficient funds to pay the cost of completion less the balance of the Contract price. The cost of completion includes responsibilities of the Principal for correction of defective work and completion of the Contract, the Obligee's legal and design professional costs resulting directly from the Principal's default, and liquidated damages or actual damages if no liquidated damages are specified in the Contract. The term "balance of the Contract price" means the total amount payable by the Obligee to the Principal under the Contract and any amendments thereto, less the amount properly paid by the Obligee to the Principal; or 3. Determine the amount for which it is liable to the Obligee and pay the Obligee that amount as soon as practicable. In the event this bond is enforced, Principal and Surety agree to indemnify Obligee and hold Obligee harmless from and against any and all costs of enforcement, including but not limited to reasonable attorneys' fees and expenses. Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanding,to consent to each and all of the following matters,without notice: 1. To any extension of time to the Contract in which to perform the Contract. 2. To any change in the plans, specifications, or Contract when such change does not involve an increase of more than twenty percent(20%) of the total Contract price, and shall then be released only as to such excess increase. 3. That no provision of this bond or of any other contract shall be valid which limits to less than one (1) year from the time of the acceptance of the work the right to sue on this bond for defect in workmanship or material not discovered or known to the Obligee at the time such work was accepted. PERFORMANCE BOND CONTRACT NO.951 PFB-1 of 2 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I If the Principal performs the Contract, then this bond shall be null and void; otherwise it shall remain in full force and effect. In no event shall the Surety's total obligation exceed the penal amount of this bond. Terms used herein shall include, as appropriate, the singular or plural number, or the masculine, feminine or _ neuter gender. IN WITNESS WHEREOF,the undersigned Principal and Surety have executed this Performance Bond as of_ PRINCIPAL SURETY _ Name Name _ By: By: Title: Title: [attach Power of Attorney] NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership, all partners should execute BOND. If this project includes Federal Funds,the following applies to the payment bond.': IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. PERFORMANCE BOND CONTRACT NO.951 PFB-2 of 2 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPAIRS-PHASE I PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: that (Name of Contractor) (Address of Contractor) a , hereinafter called Principal, (Corporation, Partnership or Individual) and, (Name of Surety) (Address of Surety) hereinafter called Surety, are held and firmly bound unto (Name of Owner) (Address of Owner) hereinafter called OWNER, in the penal sum of Dollars ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the OWNER, dated the day of , 20_, a copy of which is hereto attached and made a part hereof for the construction of: FY 2021 SANITARY SEWER GATEWELL REPAIRS - PHASE I CITY CONTRACT NO. 951 WATERLOO, IOWA 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 CONTRACT NO.951 PB-1 of 2 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPARIS-PHASEI 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 (number) of which shall be deemed an original, this the day of , 20_ 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. If this project includes Federal Funds,the following applies to the payment bond:' IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. PAYMENT BOND CONTRACT NO.951 PB-2 of 2 AECOM#60549334 FY 2021 SANITARY SEWER GATEWELL REPARIS-PHASE I APPENDIX TABLE OF CONTENTS 1. Change Order Form 2. Flood Contingency Plan 3. Davis-Bacon Wage Rates and Forms A. Davis-Bacon Wage Rates B. Form WH-347 Payroll and Certification C. Form SF-1444 Request for Authorization of Additional Classification and Rate D. Form WH-321 Notice Poster CHANGE ORDER NO. Owner City of Waterloo Date Project FY 2021 Sanitary Sewer Gatewell Repairs-Phase I Owner's Contract No. City Contract No.951 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 CO's(ADD/DEDUCT): $ Previous CO's(ADD/DEDUCT): This CO(ADD/DEDUCT): $ This CO(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. APPROVED: By: OWNER(Authorized Signature) Date ACCEPTED: By: CONTRACTOR(Authorized Signature) Date AECOM, Inc. 60549334 / Project Change Number Order No. CHANGE ORDER FORM Page CO-1 AECOM 60549334 FLOOD CONTINGENCY PLAN FY 2021 SANITARY SEWER GATEWELL REPAIRS -PHASE CITY OF WATERLOO WATERLOO,IOWA CITY CONTRACT NO. 951 SCHEDULE SUMMARY: a. Bidding: February 11,2021 b. Estimated Construction Duration: March 2021 -December 2021 GENERAL: The contractor is responsible for monitoring river stages and forecasts. Contractor c ontact is to be determined when the contract has been awarded. City contact is Jamie Knutson, C:y Engineer, 319-291-4312. Contractor shall update and resubmit this Flood Contingency Plan, with the additiona information requested, for approval prior to beginning work on the project. At a minimum, the cor tractor shall update this plan with: a. Contact names and 24-hour phone numbers. b. Anticipated dates for work items that are covered under this plan. c. Equipment make and model that will be kept on-site for emergency backfill of excavatic is. d. Contractor plan of action with employee responsibilities during an emergency flood eve it. Official river stages and forecasts for the contractor is the Cedar River gage at Waterloo (National Weather Service number AL014). Seven-day forecasts for this gage are available at the website http://'water, }eath r.gov/ah s2; yclrograph.ph ?wfo=drnx&F:e- to . The gage elevation of 0 corresponds to elevation 824.14 NGVD. SANITARY SEWER GATWELL REPAIRS SITE INFORMATION: The City of Waterloo is protected from flooding by a system designed by the USACE which was constructed in 1976. As part of this design and construction numerous sanitary sewer gatewells were constructed where sewer lines crossed the line of protection. See the attached overall location map for gatewell and flood protection location information. The intent of this project is to repair a number of these gatewells as described in the construction plan set. The majority of tl e structures will have the tops removed and the actuator, stem and gate replaced. These repairs wil have minor impacts by reducing the level of protection at each gatewell on average 3-4'. The contractor will be required to stage these repairs by limiting the concurrent construction to a maximum of 5 structures. The contractor shall also maintain a stockpile of material on-site at each location for emergency closure if deemed necessary by the City of Waterloo or the USACE and follow the equirements provided at the end of this document for work within a levee area. The contractor shall also provide a method of emergency closure of the sanitary sewer pipe once the existing gate is rE moved prior to the new gate being installed. It is estimated that this work will take between 2-4 weeks per manhole to complete with a maximum of 5 being completed concurrently. 1 The major impacts to the flood protection system will be from the construction of 2 new gate valves, removing and replacing 3 existing gate wells and the addition of one new gatewell. This work will require cutting into the dry side of the levee for installation to a depth approximately 10' to 20' below the existing grade at the toe of the levee. The contractor will also be required to stage this work by limiting the concurrent construction to a maximum of 2 full depth gatewell repairs. This work shall only be completed during normal to low flows on the Cedar River and Black Hawk Creek when the gate elevation is at or below 10' and is forecast to be at this elevation for at least the next 7 days. The contractor shall also maintain a stockpile of material on-site at each location for emergency closure if deemed necessary by the City of Waterloo or the USACE and follow the requirements provided at the end of this document for work within a levee area. The contractor shall also provide a method of emergency closure of the sanitary sewer pipe once the existing gate/gatewell is removed prior to the new gate being installed. It is estimated that this work will take 6-8 weeks to complete. The contractor shall complete all portions of the project the require levee degradation as soo as possible to restore the flood protection system to existing conditions. Contractor Requirements for Excavation in or Within 25 Feet of Earthen Levee a. Notify U.S. Army Corps of Engineers, Rock Island District, one (1) week in ad%ance of any excavation that compromises the full height of the earthen levee. The contac. is Kirk A. Atwater, 309-794-5603. b. Excavations that compromise the full height of the earthen levee shall be completed :end restored to full height as soon as reasonably possible. c. For full depth gatewell construction the Cedar River gage is at or below 10 feet and is forecasted to remain at or below 10 feet for the next 7 days. For gatewell top replacements that are only degrading the food protection 3'-4' the Cedar River gage should be at or below 13.0' and forecast to be at or below 13.0'for the next 7 days. d. The contractor shall maintain stockpiles of soil on-site for backfilling open trenches. e. Maintain presence of equipment on-site for emergency backfilling throughout the duration of open excavation. At any time, the Contractor shall be able to close an open tren:;h within 24 hours of notification from the City of Waterloo or the USACE. f. Contractor shall provide a schedule of operations showing the construction I meline and sequencing for the sanitary sewer repairs. If flooding is forecast on the Cedar River or Black Hawk Creek within the next 7 days, contractor shall take the following actions within 24 hours: a. Cease excavation dewatering operations. b. Backfill open trenches within 25 feet of earthen levee (As determined by the City of Waterloo or the USACE). 2 DAVIS-BACON WAGE RATE DETERMINATION "General Decision Number: IA20210028 01/01/2021 Superseded General Decision Number: IA20200028 State: Iowa Construction Types: Heavy and Highway Counties: Adair, Adams, Allamakee, Appanoose, Audubon, Benton, Black Hawk, Boone, Bremer, Buchanan, Buena Vista, Butler, Calhoun, Carroll, Cass, Cedar, Cerro Gordo, Cherokee, Chickasaw, Clarke, Clay, Clayton, Clinton, Crawford, Dallas, — Davis, Decatur, Delaware, Des Moines, Dickinson, Dubuque, Emmet, Fayette, Floyd, Franklin, Fremont, Greene, Grundy, Guthrie, Hamilton, Hancock, Hardin, Harrison, Henry, Howard, Humboldt, Ida, Iowa, Jackson, Jasper, Jefferson, Johnson, — Jones, Keokuk, Kossuth, Lee, Linn, Louisa, Lucas, Lyon, Madison, Mahaska, Marion, Marshall, Mills, Mitchell, Monona, Monroe, Montgomery, Muscatine, O'Brien, Osceola, Page, Palo _ Alto, Plymouth, Pocahontas, Polk, Pottawattamie, Poweshiek, Ringgold, Sac, Shelby, Sioux, Story, Tama, Taylor, Union, Van Buren, Wapello, Warren, Washington, Wayne, Webster, Winnebago, Winneshiek, Woodbury, Worth and Wright Counties in Iowa. EXCLUDES SCOTT COUNTY — HEAVY AND HIGHWAY CONSTRUCTION PROJECTS Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) - for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the — contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum — wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections - under the EO is available at www.dol.gov/whd/govcontracts. — Modification Number Publication Date 0 01/01/2021 SUTA2020-001 10/18/2017 Rates Fringes Carpenter & Piledrivermen - ZONE 1 $ 28.52 14.08 ZONE 2 $ 26.73 14.08 ZONE 3 $ 26.73 14.08 ZONE 4 $ 26.25 11.50 ZONE 5** $ 25.15 9.90 CONCRETE FINISHER - ZONE 1 $ 28.10 7.40 ZONE 2 $ 28.10 7.40 ZONE 3 $ 28.10 7.40 ZONE 4 $ 25.45 6.40 - ZONE 5 $ 24.40 6.40 ELECTRICIAN (STREET AND HIGHWAY LIGHTING AND TRAFFIC SIGNALS) ZONE 1, 2, AND 3 $ 25.05 6.80 ZONE 4 $ 23.75 6.80 _ ZONE 5 $ 21.60 6.80 IRONWORKER (SETTING OF STRUCTURAL STEEL) - ZONE 1 $ 31.50 10.90 ZONE 2 $ 29.41 10.90 ZONE 3 $ 29.41 11.20 ZONE 4 $ 27.35 9.90 - ZONE 5** $ 25.50 9.45 LABORER ZONE 1, 2 AND 3 GROUP A $ 23.75 9.68 GROUP AA $ 26.13 9.68 GROUP B $ 21.90 9.68 _ GROUP C $ 18.82 9.68 ZONE 4 GROUP A $ 21.27 9.08 GROUP B $ 19.95 9.08 - GROUP C $ 17.07 9.08 ZONE 5 GROUP A $ 21.77 7.63 GROUP B $ 19.27 7.63 -' GROUP C $ 18.42 7.63 POWER EQUIPMENT OPERATOR ZONE 1 GROUP A $ 32.55 14.90 GROUP B $ 31.00 14.90 GROUP C $ 28.50 14.90 GROUP D $ 28.50 14.90 ZONE 2 GROUP A $ 31.85 14.90 GROUP B $ 30.25 14.90 - GROUP C $ 27.70 14.90 GROUP D $ 27.70 14.90 ZONE 3 GROUP A $ 29.70 24.65 - GROUP B $ 27.90 24.65 GROUP C $ 26.90 24.65 GROUP D $ 26.90 24.65 ZONE 4 GROUP A $ 31.05 12.50 GROUP B $ 29.91 12.50 GROUP C $ 27.83 12.50 GROUP D $ 27.83 12.50 ZONE 5 GROUP A $ 28.02 10.70 GROUP B $ 26.98 10.70 GROUP C $ 25.25 10.70 GROUP D $ 24.25 10.70 TRUCK DRIVER (AND PAVEMENT MARKING DRIVER/SWITCHPERSON) ZONE 1 $ 24.45 11.15 ZONE 2 $ 24.45 11.15 ZONE 3 $ 24.45 11.15 ZONE 4 $ 24.45 6.95 ZONE 5 $ 22.50 6.95 ZONE DEFINITIONS ZONE 1 The Counties of Polk, Warren, and Dallas for all Crafts, and Linn County Carpenters only. ZONE 2 The Counties of Dubuque for all Crafts and Linn County for all Crafts except Carpenters. ZONE 3 The Cities of Burlington, Clinton, Fort Madison, Keokuk, and Muscatine (and abutting municipalities of any such cities). - ZONE 4 Story, Black Hawk, Cedar, Jasper, Jones, Jackson, Louisa, Madison, and Marion Counties; Clinton County (except the City of Clinton), Johnson County, Muscatine _ County (except the City of Muscatine), the City of Council Bluffs, Lee County and Des Moines County. ZONE 5 All areas of the state not listed above. LABORER CLASSIFICATIONS - ALL ZONES GROUP AA - {Skilled pipelayer (sewer, water and conduits) and tunnel laborers; asbestos abatement worker} (Zones 1, 2 and 3). GROUP A - Carpenter tender on bridges and box culverts; curb machine (without a seat); deck hand; diamond & core drills; drill operator on air tracs, wagon drills and similar - drills; form setter/stringman on paving work; gunnite nozzleman; joint sealer kettleman; laser operator; powderman tender; powderman/blaster; saw operator; {pipelayer (sewer, water, and conduits); sign erector*; tunnel laborer; asbestos abatement worker (Zones 4 and 5)}, sign erector. - GROUP B - Air, gas, electric tool operator; barco hammer; carpenter tender; caulker; chain sawman; compressor (under 400 cfm); concrete finisher tender; concrete processing materials and monitors; cutting torch on demolition; drill - tender; dumpmen; electric drills; fence erectors; form line expansion joint assembler; form tamper; general laborer; grade checker; handling and placing metal mesh, dowel bars, reinforcing bars and chairs; hot asphalt laborer; - installing temporary traffic control devices; jackhammerman; mechanical grouter; painter (all except stripers); paving breaker; planting trees, shrubs and flowers; power broom (not self-propelled); power buggyman; rakers; rodman (tying reinforcing steel); sandblaster; seeding and mulching; sewer utility topman/bottom man; spaders; stressor or stretcherman on pre or post tensioned concrete; stringman on re/surfacing/no grade control; swinging stage, tagline, or block and tackle; tampers; timberman; tool room men and checkers; tree climber; tree groundman; underpinning and shoring caissons over twelve feet deep; vibrators; walk behind trencher; walk behind paint stripers; walk behind vibrating compactor; water pumps (under three inch); work from bosun chair. GROUP C - Scale weigh person; traffic control/flagger, surveillance or monitor; water carrier. POWER EQUIPMENT OPERATOR CLASSIFICATIONS - ALL ZONES _. GROUP A - All terrain (off road) forklift; asphalt breakdown roller (vibratory); asphalt laydown machine; asphalt plant; asphalt screed; bulldozer (finish); central mix plant; concrete pump; crane; crawler tractor pulling scraper; directional drill (60,000 (lbs) pullback and above); dragline and power shovel; dredge engineer; excavator (over A cu. yd.); front end loader (4 cy and over); horizontal boring machine; master mechanic; milling machine (over 350 hp); motor grader (finish); push cat; rubber tired backhoe (over A cu. yd.); scraper (12 cu. yd. and over or finish); Self-propelled rotary mixer/road reclaimer; sidebroom _ tractor; slipform portland concrete paver; tow or push boat; trenching machine (Cleveland 80 or similar) GROUP B - Articulated off road hauler, asphalt heater/planer; asphalt material transfer vehicle; asphalt roller; belt loader or similar loader; bulldozer (rough); churn or rotary drill; concrete curb machine; crawler tractor pulling ripper, disk or roller; deck hand/oiler; directional drill (less than 60,000 (lbs) pullback); distributor; excavator (1/2 cu. yd. and under); form riding concrete paver; front end loader (2 to less than 4 cu. yd.); group equipment greaser; mechanic; milling machine (350 hp. and less); paving breaker; portland concrete dry batch plant; rubber tired backhoe (1/2 cu. yd. and under); scraper (under 12 cu. yd.); screening, washing and crushing .. plant (mobile, portable or stationary); shoulder machine; skid loader (1 cu. yd. and over); subgrader or trimmer; trenching machine; water wagon on compaction. GROUP C - Boom & winch truck; concrete spreader/belt placer; deep wells for dewatering; farm type tractor (over 75 hp.) pulling disc or roller; forklift; front end loader (under 2 cu. yd.); motor grader (rough); pile hammer power unit; pump (greater than three inch diameter); pumps on well points; safety boat; self-propelled roller (other than asphalt); self-propelled sand blaster or shot blaster, water blaster or striping grinder/remover; skid loader (under 1 cu. yd.); truck mounted post driver. GROUP D - Boiler; compressor; cure and texture machine; dow _ box; farm type or utility tractor (under 75 hp.) pulling disk, roller or other attachments; group greaser tender; light plants; mechanic tender; mechanical broom; mechanical heaters; oiler; pumps (under three inch diameter); tree — chipping machine; truck crane driver/oiler. ** CARPENTERS AND PILEDRIVERMEN, or IRONWORKERS (ZONE 5) Setting of structural steel; any welding incidental to bridge or culvert construction; setting concrete beams. * ADDED CRAFT - SIGN ERECTOR WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the — Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours — they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is - like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses — (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular — rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). — Union Rate Identifiers A four letter classification abbreviation identifier enclosed _ in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of - the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, — 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers - Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a —' new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the _ classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted _ because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 -- The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. 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'tn-O= U) aci o a) a) = ° oa omc-a o= aNin v) as T a C 0 a a) (a co T Q i- O_ coo co m t'` c ca 2 co Lo 0 2 c (=j n 3 u)o w w a) 3 X d n o - c ° U c aYC) N a)._ co E-o a 7 Z 0 2 ° U) 0LU 0 °c oc9in c3co V OCR a°)i0 fa 0 > n 2 0 0-p _c O°O c 0 U)❑m W 0_c, T T CD CO U Q c .�a c= N N." p.=. oc a),- c ._C)=p-. 0 U O a Q (a (0 u)... n c w Z n ro o QE a°i��r- mErn(°n a) 0.a)) _ ❑ a) w E coca t - _ ti N a 0as 0 C) Et Etp (a-p 0 = N CO C N M T I- c'3 caw H 0 is ~ 0.0 a) 1_, = O 3 N .e = U C 0 — 0 a) 2 N C Y'_' - v U N N Q y - = n o a)E N—co a O v a n Ti ❑ _ "00 (0 a) 3 0)(0 0 a) U a)<V) REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX OMB Control Number: 9000-0066 SERVICE CONTRACT ADDITIONAL CLASSIFICATION AND RATE n CONSTRUCTION CONTRACT Expiration Date: 4/30/2022 Paperwork Reduction Act Statement-This information collection meets the requirements of 44 U.S.C.§3507,as amended by section 2 of the Paperwork Reduction Act of 1995.You do not need to answer these questions unless we display a valid Office of Management and Budget(OMB)control number. — The OMB control number for this collection is 9000-0066.We estimate that it will take.5 hours to read the instructions,gather the facts,and answer the questions.Send only comments relating to our time estimate,including suggestions for reducing this burden,or any other aspects of this collection of information to:U.S.General Services Administration, Regulatory Secretariat Division(M1V1CB), 1800 F Street, NW,Washington,DC 20405. INSTRUCTIONS:THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16,KEEP A PENDING COPY,AND SUBMIT THE REQUEST,IN — QUADRUPLICATE,TO THE CONTRACTING OFFICER. 1.TO: 2.FROM:(REPORTING OFFICE) ADMINISTRATOR, WAGE AND HOUR DIVISION U.S.DEPARTMENT OF LABOR WASHINGTON,DC 20210 3.CONTRACTOR 4.DATE OF REQUEST — 5.CONTRACT NUMBER 6.DATE BID OPENED(SEALED 7.DATE OF AWARD 8.DATE CONTRACT WORK 9 DATE OPTION EXERCISED(If BIDDING) STARTED APPLICABLE)(SERVICE CONTRACT ONLY) 10.SUBCONTRACTOR(IF ANY) 11.PROJECT AND DESCRIPTION OF WORK(ATTACH ADDITIONAL SHEET IF NEEDED) 12.LOCATION(CITY,COUNTY,AND STATE) — 13.IN ORDER TO COMPLETE THE WORK PROVIDED FOR UNDER THE ABOVE CONTRACT,IT IS NECESSARY TO ESTABLISH THE FOLLOWING RATE(S)FOR THE INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION NUMBER: DATED: a.LIST IN ORDER:PROPOSED CLASSIFICATION TITLE(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c.FRINGE BENEFITS AND RATIONALE FOR PROPOSED CLASSIFICATIONS(Service contracts only) PAYMENTS (Use reverse or attach additional sheets,if necessary) - 14.SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE 15.SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE (IF ANY) - 16.SIGNATURE OF EMPLOYEE OR REPRESENTATIVE TITLE CHECK APPROPRIATE BOX-REFERENCING BLOCK 13. H AGREE I I DISAGREE TO BE COMPLETED BY CONTRACTING OFFICER(CHECK AS APPROPRIATE-SEE FAR 22.1019(SERVICE CONTRACT LABOR STANDARDS)OR FAR 22.406-3(CONSTRUCTION WAGE RATE REQUIREMENTS)) CTHE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED. C THE INTERESTED PARTIES CANNOT AGREE ON THE PROPOSED CLASSIFICATION AND WAGE RATE.A DETERMINATION OF THE QUESTION BY THE WAGE AND HOUR DIVISION IS THEREFORE REQUESTED.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED. (Send 3 copies to the Department of Labor) SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE NUMBER DATE SUBMITTED AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1444(REV.4/2013) _ PREVIOUS EDITION IS USABLE Prescribed by GSA-FAR(48 CFR)53.222(f) REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX OMB Control Number: 9000-0066 n SERVICE CONTRACT ADDITIONAL CLASSIFICATION AND RATE CONSTRUCTION CONTRACT Expiration Date: 4/30/2022 Paperwork Reduction Act Statement-This information collection meets the requirements of 44 U.S.C.§3507,as amended by section 2 of the Paperwork Reduction Act of 1995.You do not need to answer these questions unless we display a valid Office of Management and Budget(OMB)control number. The OMB control number for this collection is 9000-0066.We estimate that it will take.5 hours to read the instructions,gather the facts,and answer the questions.Send only comments relating to our time estimate,including suggestions for reducing this burden,or any other aspects of this collection of information to: U.S.General Services Administration, Regulatory Secretariat Division(M1V1CB), 1800 F Street,NW,Washington,DC 20405. INSTRUCTIONS:THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16,KEEP A PENDING COPY,AND SUBMIT THE REQUEST,IN QUADRUPLICATE,TO THE CONTRACTING OFFICER. 1.TO: 2.FROM:(REPORTING OFFICE) ADMINISTRATOR, .� WAGE AND HOUR DIVISION U.S.DEPARTMENT OF LABOR WASHINGTON,DC 20210 3.CONTRACTOR 4.DATE OF REQUEST 5.CONTRACT NUMBER 6.DATE BID OPENED(SEALED 7.DATE OF AWARD 8.DATE CONTRACT WORK 9.DATE OPTION EXERCISED(If BIDDING) STARTED APPLICABLE)(SERVICE CONTRACT ONLY) 10.SUBCONTRACTOR(IF ANY) 11. PROJECT AND DESCRIPTION OF WORK(ATTACH ADDITIONAL SHEET IF NEEDED) 12.LOCATION(CITY,COUNTY,AND STATE) 13.IN ORDER TO COMPLETE THE WORK PROVIDED FOR UNDER THE ABOVE CONTRACT,IT IS NECESSARY TO ESTABLISH THE FOLLOWING RATE(S)FOR THE INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION NUMBER: DATED: a.LIST IN ORDER:PROPOSED CLASSIFICATION TITLE(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c.FRINGE BENEFITS AND RATIONALE FOR PROPOSED CLASSIFICATIONS(Service contracts only) PAYMENTS (Use reverse or attach additional sheets,if necessary) w 14.SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE 15.SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE (IF ANY) 16.SIGNATURE OF EMPLOYEE OR REPRESENTATIVE TITLE CHECK APPROPRIATE BOX-REFERENCING BLOCK 13. AGREE DISAGREE TO BE COMPLETED BY CONTRACTING OFFICER(CHECK AS APPROPRIATE-SEE FAR 22.1019(SERVICE CONTRACT LABOR STANDARDS)OR FAR 22.406-3(CONSTRUCTION WAGE RATE REQUIREMENTS)) IITHE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED. ^— THE INTERESTED PARTIES CANNOT AGREE ON THE PROPOSED CLASSIFICATION AND WAGE RATE.A DETERMINATION OF THE QUESTION BY THE WAGE AND HOUR DIVISION IS THEREFORE REQUESTED.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED. (Send 3 copies to the Department of Labor) SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE NUMBER DATE SUBMITTED AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1444(REV.4/2013) PREVIOUS EDITION IS USABLE Prescribed by GSA-FAR(48 CFR)53.222(f) REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX OMB Control Number: 9000-0066 SERVICE CONTRACT ADDITIONAL CLASSIFICATION AND RATE 0 CONSTRUCTION CONTRACT Expiration Date: 4/30/2022 Paperwork Reduction Act Statement-This information collection meets the requirements of 44 U.S.C.§3507,as amended by section 2 of the Paperwork Reduction Act of 1995.You do not need to answer these questions unless we display a valid Office of Management and Budget(OMB)control number. — The OMB control number for this collection is 9000-0066.We estimate that it will take.5 hours to read the instructions,gather the facts,and answer the questions.Send only comments relating to our time estimate,including suggestions for reducing this burden,or any other aspects of this collection of information to: U.S.General Services Administration, Regulatory Secretariat Division(M1V1CB), 1800 F Street,NW,Washington,DC 20405. INSTRUCTIONS:THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16,KEEP A PENDING COPY,AND SUBMIT THE REQUEST,IN — QUADRUPLICATE,TO THE CONTRACTING OFFICER. 1.TO: 2.FROM:(REPORTING OFFICE) ADMINISTRATOR, WAGE AND HOUR DIVISION U.S.DEPARTMENT OF LABOR WASHINGTON,DC 20210 3.CONTRACTOR 4.DATE OF REQUEST — 5.CONTRACT NUMBER 6.DATE BID OPENED(SEALED 7.DATE OF AWARD 8.DATE CONTRACT WORK 9 DATE OPTION EXERCISED(If BIDDING) STARTED APPLICABLE)(SERVICE CONTRACT ONLY) 10.SUBCONTRACTOR(IF ANY) 11.PROJECT AND DESCRIPTION OF WORK(ATTACH ADDITIONAL SHEET IF NEEDED) 12. LOCATION(CITY,COUNTY,AND STATE) - 13.IN ORDER TO COMPLETE THE WORK PROVIDED FOR UNDER THE ABOVE CONTRACT,IT IS NECESSARY TO ESTABLISH THE FOLLOWING RATE(S)FOR THE INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION NUMBER: DATED: a.LIST IN ORDER:PROPOSED CLASSIFICATION TITLE(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c.FRINGE BENEFITS — AND RATIONALE FOR PROPOSED CLASSIFICATIONS(Service contracts only) PAYMENTS (Use reverse or attach additional sheets,if necessary) - 14.SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE 15.SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE (IF ANY) — 16.SIGNATURE OF EMPLOYEE OR REPRESENTATIVE TITLE CHECK APPROPRIATE BOX-REFERENCING BLOCK 13. n AGREE ❑DISAGREE TO BE COMPLETED BY CONTRACTING OFFICER(CHECK AS APPROPRIATE-SEE FAR 22.1019(SERVICE CONTRACT LABOR STANDARDS) OR FAR 22.406-3(CONSTRUCTION WAGE RATE REQUIREMENTS)) CTHE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED. - ❑ THE INTERESTED PARTIES CANNOT AGREE ON THE PROPOSED CLASSIFICATION AND WAGE RATE.A DETERMINATION OF THE QUESTION BY THE WAGE AND HOUR DIVISION IS THEREFORE REQUESTED.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED. (Send 3 copies to the Department of Labor) SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE NUMBER DATE SUBMITTED AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1444(REV.4/2013) - PREVIOUS EDITION IS USABLE Prescribed by GSA-FAR(48 CFR)53.222(f) REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX OMB Control Number: 9000-0066 U SERVICE CONTRACT ADDITIONAL CLASSIFICATION AND RATE Li CONSTRUCTION CONTRACT Expiration Date: 4/30/2022 Paperwork Reduction Act Statement-This information collection meets the requirements of 44 U.S.C.§3507,as amended by section 2 of the Paperwork — Reduction Act of 1995.You do not need to answer these questions unless we display a valid Office of Management and Budget(OMB)control number. The OMB control number for this collection is 9000-0066.We estimate that it will take.5 hours to read the instructions,gather the facts,and answer the questions.Send only comments relating to our time estimate,including suggestions for reducing this burden,or any other aspects of this collection of information to: U.S.General Services Administration,Regulatory Secretariat Division(M1V1CB), 1800 F Street, NW,Washington,DC 20405. INSTRUCTIONS:THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16,KEEP A PENDING COPY,AND SUBMIT THE REQUEST,IN QUADRUPLICATE,TO THE CONTRACTING OFFICER. 1.TO: 2.FROM:(REPORTING OFFICE) ADMINISTRATOR, �. WAGE AND HOUR DIVISION U.S.DEPARTMENT OF LABOR WASHINGTON,DC 20210 3.CONTRACTOR 4.DATE OF REQUEST 5.CONTRACT NUMBER 6.DATE BID OPENED(SEALED 7.DATE OF AWARD 8.DATE CONTRACT WORK 9.DATE OPTION EXERCISED(If BIDDING) STARTED APPLICABLE)(SERVICE CONTRACT ONLY) 10.SUBCONTRACTOR(IF ANY) 11.PROJECT AND DESCRIPTION OF WORK(ATTACH ADDITIONAL SHEET IF NEEDED) 12.LOCATION(CITY,COUNTY,AND STATE) 13.IN ORDER TO COMPLETE THE WORK PROVIDED FOR UNDER THE ABOVE CONTRACT,IT IS NECESSARY TO ESTABLISH THE FOLLOWING RATE(S)FOR THE INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION NUMBER: DATED: a.LIST IN ORDER:PROPOSED CLASSIFICATION TITLE(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c.FRINGE BENEFITS AND RATIONALE FOR PROPOSED CLASSIFICATIONS(Service contracts only) PAYMENTS (Use reverse or attach additional sheets,if necessary) w 14.SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE 15.SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE (IF ANY) 16.SIGNATURE OF EMPLOYEE OR REPRESENTATIVE TITLE CHECK APPROPRIATE BOX-REFERENCING BLOCK 13. AGREE I DISAGREE TO BE COMPLETED BY CONTRACTING OFFICER(CHECK AS APPROPRIATE-SEE FAR 22.1019(SERVICE CONTRACT LABOR STANDARDS)OR FAR 22.406-3(CONSTRUCTION WAGE RATE REQUIREMENTS)) THE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION.AVAILABLE u INFORMATION AND RECOMMENDATIONS ARE ATTACHED. -- ❑ THE INTERESTED PARTIES CANNOT AGREE ON THE PROPOSED CLASSIFICATION AND WAGE RATE.A DETERMINATION OF THE QUESTION BY THE WAGE AND HOUR DIVISION IS THEREFORE REQUESTED.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED. (Send 3 copies to the Department of Labor) SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE NUMBER DATE SUBMITTED AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1444(REV.4/2013) PREVIOUS EDITION IS USABLE Prescribed by GSA-FAR(48 CFR)53.222(f) REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX OMB Control Number: 9000-0066 n SERVICE CONTRACT ADDITIONAL CLASSIFICATION AND RATE ❑ CONSTRUCTION CONTRACT Expiration Date: 4/30/2022 Paperwork Reduction Act Statement-This information collection meets the requirements of 44 U.S.C.§3507,as amended by section 2 of the Paperwork Reduction Act of 1995.You do not need to answer these questions unless we display a valid Office of Management and Budget(OMB)control number. — The OMB control number for this collection is 9000-0066.We estimate that it will take.5 hours to read the instructions,gather the facts,and answer the questions.Send only comments relating to our time estimate,including suggestions for reducing this burden,or any other aspects of this collection of information to:U.S.General Services Administration, Regulatory Secretariat Division(M1V1CB), 1800 F Street, NW,Washington, DC 20405. INSTRUCTIONS:THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16,KEEP A PENDING COPY,AND SUBMIT THE REQUEST,IN — QUADRUPLICATE,TO THE CONTRACTING OFFICER. 1.TO: 2.FROM:(REPORTING OFFICE) ADMINISTRATOR, WAGE AND HOUR DIVISION U.S.DEPARTMENT OF LABOR WASHINGTON,DC 20210 3.CONTRACTOR 4.DATE OF REQUEST — 5.CONTRACT NUMBER 6.DATE BID OPENED(SEALED 7.DATE OF AWARD 8.DATE CONTRACT WORK 9 DATE OPTION EXERCISED(If BIDDING) STARTED APPLICABLE)(SERVICE CONTRACT ONLY) 10.SUBCONTRACTOR(IF ANY) 11.PROJECT AND DESCRIPTION OF WORK(ATTACH ADDITIONAL SHEET IF NEEDED) 12.LOCATION(CITY,COUNTY,AND STATE) - 13.IN ORDER TO COMPLETE THE WORK PROVIDED FOR UNDER THE ABOVE CONTRACT,IT IS NECESSARY TO ESTABLISH THE FOLLOWING RATE(S)FOR THE INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION NUMBER: DATED: a.LIST IN ORDER:PROPOSED CLASSIFICATION TITLE(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) C.FRINGE BENEFITS — AND RATIONALE FOR PROPOSED CLASSIFICATIONS(Service contracts only) PAYMENTS (Use reverse or attach additional sheets,if necessary) - 14.SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE 15.SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE (IF ANY) — 16.SIGNATURE OF EMPLOYEE OR REPRESENTATIVE TITLE CHECK APPROPRIATE BOX-REFERENCING BLOCK 13. ❑ AGREE H DISAGREE TO BE COMPLETED BY CONTRACTING OFFICER(CHECK AS APPROPRIATE-SEE FAR 22.1019(SERVICE CONTRACT LABOR STANDARDS) OR FAR 22.406-3(CONSTRUCTION WAGE RATE REQUIREMENTS)) 0 THE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED. - 71 THE INTERESTED PARTIES CANNOT AGREE ON THE PROPOSED CLASSIFICATION AND WAGE RATE.A DETERMINATION OF THE QUESTION BY THE WAGE AND HOUR DIVISION IS THEREFORE REQUESTED.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED. (Send 3 copies to the Department of Labor) SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE NUMBER DATE SUBMITTED AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1444(REV.4/2013) - PREVIOUS EDITION IS USABLE Prescribed by GSA-FAR(48 CFR)53.222(f) EMPLOYEE RIGHTS UNDER THE DAVIS-BACON ACT fOR LABORERS AND MECHANICS EMPLOYED ON fEDERAL OR fEDERALLY ASSISTED CONSTRUCTIONPROjECTS THEUNITEDSTATESDEPARTMENTOFLABORWAGEANDHOURDIVISION PREVAILING You must be paid not less than the wage rate listed in the Davis-Bacon WAGES Wage Decision posted with this Notice for the work you perform. OVERTIME You must be paid not less than one and one-half times your basic rate of pay for all hours worked over 40 in a work week. There are few exceptions. ENFORCEMENT Contract payments can be withheld to ensure workers receive wages and overtime pay due, and liquidated damages may apply if overtime pay requirements are not met. Davis-Bacon contract clauses allow _ contract termination and debarment of contractors from future federal contracts for up to three years. A contractor who falsifies certified payroll records or induces wage kickbacks may be subject to civil or criminal prosecution, fines and/or imprisonment. APPRENTICES Apprentice rates apply only to apprentices properly registered under approved Federal or State apprenticeship programs. PROPER PAY If you do not receive proper pay, or require further information on the applicable wages, contact the Contracting Officer listed below: or contact the U.S. Department of Labor's Wage and Hour Division. For additional information: - 1 -866-4-U SWAG E aVN© (1-866-487-9243) TTY: 1-877-889-5627 U.S.Wage and Hour WWW.WAGEHOUR.DOL.GOV U.S.Department of Labor I Employment Standards Administration I Wage and Hour Division VVH 1321(Revised April 2009)