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HomeMy WebLinkAboutPROJECT SPECIFICATIONS PROJECT SPECIFICATIONS FOR F. Y.2008 WEST COMMERCIAL STREET STORMWATER PUMPS CITY OF WATERLOO CONTRACT NO. 750 -4. I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL �a<< SUPERVISION AND THAT I AM A DULY LICENSED � O HN Cr'f it�®' PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. Licensed 543 2oo3 9408 Iowa WILLIAM J. CLAASSEN DATE 4, eSSlonal � ,' P.E.NO. 9408 ��o�af{##��®i$��`a MY REGISTRATION RENEWAL DATE IS 12/31/09. PAGES OR SHEETS COVERED BY THIS SEAL-_ (Folder\FY 2008 West Commercial St Stormwater Pumps\Title Page.doc) F. Y. 2008 WEST COMMERCIAL STREET STORMWATER PUMPS CONTRACT NO. 750 CONTRACT DOCUMENTS TABLE OF CONTENTS 1. NOTICE OF PUBLIC HEARING AND NOTICE TO BIDDERS 2. INSTRUCTIONS TO BIDDERS 3. FORM OF BID OR PROPOSAL 4. FORM OF BID BOND 5. NON-COLLUSION AFFIDAVITS 6. EQUAL OPPORTUNITY CLAUSE 7. AFFIRMATIVE ACTION PROGRAM 8. MBE/WBE PARTICIPATION CONTRACT COMPLIANCE FORM INDEX SUBCONTRACTOR'S BID REQUEST FORM, LETTER FORM FOR SUBCONTRACTOR QUOTES, MBE/WBE SCOPE LETTER, MBE AND/OR WBE PRE-BID CONTACT INFORMATION FORM -- CERTIFICATION OF MBE/WBE ACCOMPLISHMENT 9. WATERLOO/CEDAR FALLS MINORITY AND WOMEN BUSINESSES ENTERPRISE CONSTRUCTION AND MAINTENANCE CONTRACTOR'S GUIDE 10. STATEMENT OF BIDDER'S QUALIFICATIONS 11. FEDERAL CONTRACT PROVISIONS 12. TECHNICAL SPECIFICATION A.ELECTRICAL-DIVISION 26 B. SECTION 01100-SUBSTITUTION OF EQUIPMENT AND PRODUCTS C. SECTION 11200-PROCESS EQUIPMENT-GENERAL PROVISIONS D. SECTION 11216-NON-CLOG SUBMERSIBLE PUMPS AND ACCESSORIES 13. GENERAL SPECIAL PROVISIONS 14. SPECIAL PROVISIONS 15. GENERAL SPECIFICATIONS FOR CONSTRUCTION 16. SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION 17. FORM OF CONTRACT 18. FORM OF BOND NOTICE OF PUBLIC HEARING on Proposed Plans, Specifications, Form of Contract, and Estimate of Cost and the NOTICE TO BIDDERS for the Taking of Construction Bids for the F.Y. 2008 WEST COMMERCIAL STREET STORMWATER PUMPS -- in the City of Waterloo, Iowa CONTRACT NO. 750 — 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 14th day of July , 2008, until 4:00 p.m. for the construction of the F.Y. 2008 WEST COMMERCIAL STREET STORMWATER PUMPS, Contract No. 750, as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS — All proposals received will be opened in open Council meeting to be held in the Council Chambers in the City Hall in the City of Waterloo, Iowa, on the 14th day of July , 2008, at 5:30 p.m., and the proposals will be acted upon at such later time and place as may then be fixed. PUBLIC HEARING Notice is hereby given that the Council of said City will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the construction of the above- described improvement project at 5:30 p.m. on July 14th , 2008, said hearing to be held in the Council Chambers in the City Hall in said City. The proposed plans, specifications, form of contract, and estimate of cost for said improvements heretofore prepared by Wayne Claassen Engineering and Surveying, Inc., Waterloo, Iowa 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. — SCOPE OF WORK The extent of the work involved is the furnishing of submersible storm water pumping equipment and controls and such other equipment as may be incidental thereto and the supervision and testing NOTICE OF HEARING CONTRACT NO.750 PAGE 1 OF 5 of said equipment which is to be installed by others under a separate contract. This contract does not include installation of pumping equipment or controls. The pumping station has been designed to include one 6,000 gpm submersible pump for small stormwater flows and three large submersible pumps of identical size and type to pump a maximum of 63,000 gpm when pumping at the same time (excluding the one 6,000 gpm). The Base Bid includes the one 6,000 gpm pump, one of the three large pumps described above and in further detail in the plans and specifications plus all controls and appurtenant items thereto. The Alternate No. 1 Bid includes one additional large pump described above and in further detail in the plans and specifications plus all controls and appurtenant items thereto. -- The Alternate No. 2 Bid includes two additional large pumps described above and in further detail in the plans and specifications plus all controls and appurtenant items thereto. BEGINNING AND COMPLETION DATES The work under the proposed contract shall be commenced within ten(10)working days after receipt of"Notice to Proceed. Equipment shall be delivered to the project site within the following time periods after issuance of a Notice to Proceed by the City: Delivery time after issuance Items of Notice to Proceed by City 1. Pump base elbows, guide bars, access covers, level sensing equipment and appurtenant items, for all four(4)pumps. 14 weeks 2. All pumps and appurtenant items, for the Base Bid, -- Base Bid plus the Alternate No. 1 Bid or the Base Bid plus the Alternate No. 2 Bid. 26 weeks 3. Motor control center, variable frequency drives and all other equipment and appurtenant items for the Base Bid, Base Bid plus Alternate No. 1 Bid or Base Bid plus the Alternate No. 2 Bid. 26 weeks The above delivery times are for the Base Bid and the Base Bid plus either Alternate Bid. METHOD OF PAYMENT TO CONTRACTOR The Contractor will be paid against bi-monthly estimates in cash on the basis of ninety-five percent(95%) of the work as same is completed and materials delivered and work approved. Final payment will be made thirty-one(31) days after installation of the work(by others under a separate contract) 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 NOTICE OF HEARING CONTRACT NO.750 PAGE 2 OF 5 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 Wayne Claassen Engineering and Surveying, Inc., 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. Plans and Specifications are obtainable by a qualified bidder from the City Engineer upon payment of$25.00. The payment is not refundable. The prime contractor, subcontractors, or suppliers working on the project shall retain their own set of plans and specifications for use on the project. The prime contractor will be supplied with the needed number of reduced sets of plans and specifications at no additional cost. Full-sized sets of plans will be available at$10.00 per set or individual full-sized sheets at$0.75 per sheet. CONTRACT AWARD Award of contract will be made to that responsible bidder whose bid, conforming to the Specifications, is most advantageous to the City of Waterloo; price and other factors considered. The City will consider bids received for the Base Bid and Alternate Bids under this Project for Equipment and bids received for the Base Bid and Alternate Bids for a companion project entitled F.Y. 2008 West Commercial St. Extension, River Road Relocation, and Storm Water Pump Station, Contract No. 720, in determining which Bids, if any, will be awarded. The Base Bid, Base Bid plus Alternate No. 1 Bid, or Base Bid plus Alternate No. 2 Bid maybe awarded. The Base Bid plus the Alternate No. 1 Bid plus the Alternate No. 2 Bid, will not be awarded. 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 may be in the best interest of the City. Bids may be held by the City of Waterloo, Iowa, for a period not to exceed thirty(30) days from the day of the opening of bids for the purpose of reviewing the bids and investigating the qualifications of bidders,prior to awarding the contract. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced with the State of Iowa and preference will be given to local domestic labor in the construction of the improvement. NOTICE OF HEARING CONTRACT NO.750 PAGE 3 OF 5 PROPOSALS SUBMITTED The bidder shall submit bids on all Base Bid and Alternate Bid 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. BONDS The successful bidder will be required to furnish a"Performance 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 and the Engineer from claims of any kind caused by the operations of the contractor. 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. NOTICE OF HEARING CONTRACT NO. 750 PAGE 4 OF 5 CONTRACT COMPLIANCE PROGRAM/SUBCONTRACTING The program proposes numerical projections regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise(WBE) as Subcontractors, vendors and suppliers in the performance of Contracts awarded by the City of Waterloo, Iowa. A goal of at least ten percent(10%) for MBE participation on all City funded construction projects that are estimated at$50,000.00 or more. A goal of at least two percent(2%) for WBE participation on all City funded construction projects that are estimated at $50,000.00 or more. Any project funded in part or in total with federal funds shall follow the respective agencies -- contract compliance program and goals. The Prime Contractor shall make "good-faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontractors, suppliers or vendors must provide the Prime Contractor a reasonably competitive price for the service being — rendered or the Contractor is not required to accept their bid. 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 two thousand dollars ($2,000.00)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 from Monday through Friday. Days not chargeable for Liquidated Damages will include Saturdays, Sundays, and legal holidays. 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. SALES TAX EXEMPTION CERTIFICATES Contractors and approved subcontractors will be provided a Sales Tax Exemption Certification to purchase building materials or supplies in the performance of construction contracts let by the City of Waterloo. Published pursuant to the provisions of Division VI of Chapter 384 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the day of , 2008. CITY OF WATERLOO, IOWA BY: Nancy Eckert City Clerk — NOTICE OF HEARING CONTRACT NO.750 PAGE 5 OF 5 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. INSTRUCTIONS TO BIDDERS Page 1 of 11 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, 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. 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 make 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. INSTRUCTIONS TO BIDDERS Page 2 of 11 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. -j- 7. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, or bid bond(on the form furnished by the City)payable to the City of Waterloo, Iowa, in the sum of not less than five percent (5%)of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bond, his bid security may be retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. 8. COLLUSIVE AGREEMENTS a. Each bidder submitting a bid shall execute and include with the bid, a Non-Collusion Affidavit in the form herein provided, to the effect that he as not colluded with any other person, firm, or corporation in regard to any bid submitted. b. Each bidder submitting a bid shall have each proposed subcontractor, if any, execute and submit to the City Contract Compliance Officer by 5:00 P.M. the business day following the day bids on this project are due, a Non-Collusion Affidavit in the form herein provided, to the effect that he has not colluded with any other person, firm, or corporation in regard to any bid submitted. Before executing any subcontract, the successful bidder shall submit the name of any proposed subcontractor for approval by the City. 9. MINORITY AND/OR WOMEN BUSINESS ENTERPRISE SUBCONTRACTORS a. CITY OF WATERLOO AND/OR WOMEN BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM The City of Waterloo Minority and/or Women Business Enterprise Pre-Bid Contact Information Form shall be submitted with the Form of Bid or Proposal. Failure to do so shall be grounds for the bid being rejected if subcontracting is proposed by the prime contractor. b. TARGETED SMALL BUSINESS (TSB) PRE-BID CONTRACT INFORMATION The Iowa D. O. T. TSB Pre-Bid Information Form(Form 730007WP 7-97) 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. INSTRUCTIONS TO BIDDERS Page 3 of 11 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. 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) _ INSTRUCTIONS TO BIDDERS Page 4 of 11 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 is listed on the City of Waterloo Certified MBE/WBE Contractors list. 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 is listed on the City of Waterloo Certified MBE/WBE Contractors list. 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). 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. INSTRUCTIONS TO BIDDERS Page 5 of 11 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: A part of this reconsideration, the bidder will have the opportunity to provide written documentation or arguments concerning the issue of whether they made adequate good faith efforts to meet the goals. The bidder will have the opportunity to meet in person with the City of Waterloo's Administrative Reconsideration Committee to discuss the issue of whether they made adequate good faith efforts. The Administrative Reconsideration Committee will forward a written decision on reconsideration to the Mayor and City Council, explaining the basis for finding that the bidder did or did not meet the goal or make adequate good faith efforts to do so. Documentation required will include but is not limited to the following: * Making portions of the work available for MBE/WBE subcontracting * Evidence of negotiating with MBE/WBE firms * MBE/WBE quotes obtained and non-MBE/WBE quotes used* Reasons agreements were not reached * Follow-up after initial solicitations * 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. INSTRUCTIONS TO BIDDERS Page 6 of 11 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. II. 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. 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). INSTRUCTIONS TO BIDDERS Page 7 of 11 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. E. Upon completion of the project, the Contractor shall submit the"Certification of MBE/WBE Accomplishment" (Form CCO-6)to the City of Waterloo III. MBE/WBE Firms A. MBE/WBE firms shall be certified by the Iowa Department of Transportation as owners and controllers of their respective businesses, or are listed on the City of Waterloo Certified MBE/WBE Contractors list. -' B. MBE/WBE firms must perform the work on the project; they cannot act as a broker by subcontracting the work out to others. C. Each MBE/WBE firm planning to submit quotes on construction projects with goals, shall submit a Letter of Intent to Bid (Form CCO-5) to the City Contract Compliance Officer seven(7)working days prior to bid opening, listing specific items which the MBE/WBE firm is interested in bidding. If sufficient Letters of Intent to Bid are not received by the City Contract Compliance Officer seven(7)working days prior to bid opening, goals on subject project will be reduced accordingly. Agreements between the bidder/proposer and a MBE/WBE in which the MBE/WBE promises not to provide subcontracting quotations to other bidders/proposers are prohibited. NON-COMPLIANCE OF CONTRACTORS A. Noncompliance exists when the contractor's actions are not consistent with the requirements of the Contract Compliance Program in the areas of employment and subcontracting. B. A bidder's failure to show good-faith efforts to meet project goals or a failure to use certified MBE/WBE firms may be grounds for finding its bid not responsible. — INSTRUCTIONS TO BIDDERS Page 8 of 11 C. The Contract Compliance Officer shall submit to City Council his/her recommendation on any non-compliant contract in writing. NOTICE TO PROCEED Notice to proceed on any project with goals will not be issued until City Contract Compliance Officer determines the lowest responsible bidder has used good-faith efforts to comply with this Compliance Program and the bid was responsive. CONCLUSION This program repeals or revises all sections of previous Waterloo Contract Compliance Programs. 11. EMPLOYMENT AND BUSINESS OPPORTUNITY To the greatest extent feasible, suppliers, subcontractors, and low income workers owning businesses or living in the Waterloo area must be given priority in supplying materials, bidding for 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 responsible bidder whose bid, conforming to the Specifications, is most advantageous to the City of Waterloo; price and other factors considered. The right is reserved to postpone award the contract for a reasonable time,not exceeding thirty(30) days. INSTRUCTIONS TO BIDDERS Page 9 of 11 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 as indicated in the NOTICE TO BIDDERS. 14. EXECUTION OF AGREEMENT, BOND,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 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 bond 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 bond 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 bond. 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,". The certificate of insurance shall be furnished in such number of copies as the City of Waterloo may require. The City of Waterloo and the -- Engineer shall be named as an "Additional Insureds." 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. — INSTRUCTIONS TO BIDDERS Page 10 of 11 d. The failure of the successful bidder to execute such agreement and to supply the required bond or bonds within ten(10) days after the prescribed forms are presented for signature, or within such extended period as the City of Waterloo, Iowa, may grant,based upon reasons determined sufficient-by the City of Waterloo, Iowa,may either award the contract to the next lowest bidder or re-advertise for bids, and may charge against the bidder the difference between the amount of the bid an the amount for which a contract for the work is subsequently executed, irrespective of whether the amount thus due exceeds the amount of the bid guaranty. If a more favorable bid is received by re-advertising, the defaulting bidder shall have no claim against the City of Waterloo, Iowa, for a refund. • INSTRUCTIONS TO BIDDERS Page 11 of 11 FORM OF BID OR PROPOSAL F. Y. 2008 WEST COMMERCIAL STREET STORMWATER PUMPS CONTRACT NO. 750 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 Wayne Claassen Engineering and Surveying, Inc., are now on file in the office of the City Clerk, City Hall,Waterloo, Iowa,hereby proposes to furnish all supervision, technical personnel, labor,materials,machinery, tools, appurtenances, equipment, and services, including utility and transportation services required to construct and complete this F.Y.2008 -� WEST COMMERCIAL STREET STORMWATER PUMPS, Contract No. 750, all in accordance with the above-listed documents and for the unit prices for work in place for the following items and quantities: ITEM EST. UNIT TOTAL NO. DESCRIPTION UNITS QTY. PRICE PRICE 001. Furnishing of Pump Nos. 1 and 2 with controls and appurtenant items L.S. 1 TOTAL BASE BID ALT.NO. 1 ITEM EST. UNIT TOTAL NO. DESCRIPTION UNITS QTY. PRICE PRICE 101. Furnishing of Pump No. 3 with controls and appurtenant items L.S. 1 TOTAL-ALT.NO. 1 FORM OF BID CONTRACT NO. 750 PAGE 1 OF 3 ALT.NO.2 ITEM. EST. UNIT TOTAL NO. DESCRIPTION UNITS QTY. PRICE PRICE 201. Furnishing of Pump Nos. 3 and 4 with controls and appurtenant items L.S. 1 TOTAL-ALT.NO. 2 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 INS IRUCTIONS TO BIDDERS. 5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor. 6. The bidder is prepared to submit a financial and experience statement upon request. 7. The Prime Contractor and Subcontractor(s),which have performed an aggregate of$10,000.00 in work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC,within ten(10) days of notification that the bid submitted is lowest and acceptable. 8. The bidder has received the following Addendum or Addenda: Addendum No. Date FORM OF BID CONTRACT NO.750 PAGE 2 OF 3 9. The bidder shall list the MBE/WBE subcontractor(s), amount of subcontracts and bid items on the City of Waterloo Minority and/or Women Business Pre-bid Contact Information Form submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a list of all other Subcontractor(s)to be used on this Project to the City of Waterloo by 5:00 p.m. the business day following the day Bids on this Project are due along with the Non-Collusion Affidavits of All Subcontractor(s). The Contractor shall submit information on subcontractors on"SUBCONTRACTOR REQUEST AND APPROVAL"Form to be provided by City prior to approval of contract. The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer cannot be changed except for the following reasons: 1) The City of Waterloo does not approve the subcontractors. 2) The subcontractors submit in writing that they cannot fulfill their subcontracts. 10. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked "none"or"NA". 11. The bidder has attached all applicable forms. 12. The Owner reserves the right to select alternates, delete line items, and/or to reduce quantities prior to the award of a contract due to budgetary limitations. (Name of Bidder) (Date) BY: Title Official Address: (Including Zip Code): I.R.S.No. FORM OF BID CONTRACT NO.750 PAGE 3 OF 3 BID BOND KNOW ALL MEN BY THESE PRESENTS,that we, as Principal,and as Surety are held and firmly bound unto the CITY OF WATERLOO ,Iowa,hereinafter called "OWNER." In the penal sum Dollars($ ) 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 ,2008,for F.Y.2008 West Commercial Street Stormwater Pumps Contract .s, No.750 NOW,THEREFORE, (a)If said Bid shall be rejected,or in the alternate, (b)If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified and shall furnish a bond for his faithful performance of said contract,and for the payment of all persons performing labor or furnishing materials in connection therewith,and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void,otherwise the same shall remain in force and effect;it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall,in no event,exceed the penal amount of this obligation as herein stated. By virtue of statutory authority,the full amount of this bid bond shall be forfeited to the Owner in liquidation of damages sustained in the event that the Principal fails to execute the contract and provide the bond as provided in the specifications or by law. The Surety,for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid or execute such contract;and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF,the Principal and the Surety,have hereunto set their hands and seals,and such of them as are corporations,have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers this day of ,A.D.2008. (Seal) Principal By (Title) (Seal) Witness Surety By Witness Attorney-in-fact 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 2008. Title My commission expires 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, fine 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 2008. Title My commission expires 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. EQUAL OPPORTUNITY CLAUSE PAGE 1 OF 2 5. The contractor, subcontractor, vendor and supplier of goods and services will furnish and file compliance reports within such time and upon_such forms as provided by the Affirmative Action Officer. Said forms will elicit information as to the policies, procedures,patterns, and practices of each subcontractor as well as the contractor himself/herself and said contractor, subcontractor, vendor and supplier will permit access to his/her employment books, records and accounts to the City's Affirmative Action Officer, for the purpose of investigation to ascertain compliance with this contract and with rules and regulations of the City's Affirmative Action Program— Contract Compliance Provisions relative to Resolution No. 24664. 6. In the event of the contractor's non-compliance with the non-discrimination clauses of this contract or with any of such rules, regulations and orders, this contract may be canceled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further contracts in accordance with procedures authorized by the City Council. 7. The contractor, subcontractor, vendor and supplier of goods and services will include, or incorporate by reference, the provisions of the non-discrimination clause in every contract, subcontract or purchase order unless exempted by the rules, regulations or orders of the City's Affirmative Action Program, and will 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 PAGE 2 OF 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 Equal Employment Officer 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 Social — Security Number) Name of Equal Employment Officer - - 1 - C. Remainder of program to be completed by party completing program, either Prime or Subcontractor. 1. The Owners and/or Principals of your company: Ethnic Name Address Position Sex Origin 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. - 2 - 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) — 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. - 3 - 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. 2. I. As a result of the above efforts, we have involved minority, female, and local contractors and/or suppliers in the following areas of subcontracting: (if none, write "NONE") — 1. 2. J. will require approved (Name of Company) 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. _' - 4 - 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 2008,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 affiuivative 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 2008. 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). - 5 - CONTRACTOR'S TOTAL WORK FORCE (WATERLOO) NAME AND ADDRESS JOB CATEGORY HOURLY RACE SEX WAGE mommmm....._____1111111.11111111111111111111111 MN mommmmm..._____MEMINIMMIIIIIIIIIIIIIIIIIIIII MI mommmmm..._____MINIIIMMIIIIII111101111111111 MI mimmmm....._____MEMIIIMIIIII1111.1111111111111 ME mmmwmm....____MINIIIIII.111111111111111111 EMI mommwmm....______MEMIIIIIIIIIIIIIMIIIIIIIIII MI mimmmm...._____MMIEMMIIIIIIIIII1110111111111 ME mommwmm...._____MENIIIIIIIIII111111111111111 ME mmmmmm...._____MINIIMIIIIIIIIIIIM11111111111 NMI mommmm....______MMIIIIIIIIIIIIIIIIIIIIIIIIIIIII MI ommwmmm...______MMINIMINIIIIIIIIIIIIIIIIIIIIIN MN mimmmm ...______IMIIIIIIIMI.111111111111111111 NMI INDICATE: DISABLED VETERAN: VIETNAM ERA VETERAN: DV VV HANDICAPPED: H - 6 - 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: By: Date: - 7 - 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 infouunation 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 - 8 - 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, lumbeiinen,raftsmen and woodchoppers, laborers performing lifting, digging, mixing, loading and pulling operations and kindred workers. 9. Apprentices: Persons employed in a program including work training and related instruction to learn a trade or craft which is traditionally an apprenticeship, regardless of whether the program is registered with a Federal or State agency. — 10. Trainees (on-the-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. - 9 - CONTRACT COMPLIANCE FORM INDEX (as of 07-08-2002) Form CCO-1, Contract Compliance Policy This is the Current Contract Compliance Program for the City of Waterloo and must be adhered to for any City of Waterloo contracts over$50,000,funded solely with City funds. Form CCO-2, Subcontractors Bid Request Form This foul'acknowledges that the Prime Contractor has contacted potential MBE/WBE subcontractors. This form is initiated and signed by the Prime Contractor then signed by the MBE/WBE subcontractor and returned to the Prime contractor by the • MBE/WBE contractor. Form CCO-3, -Letter to be used when soliciting for Subcontractor Quotes This is a sample letter from the Prime Contractor to Subcontractors soliciting bids for various contract items. • Form CCO-4, Pre-Bid Contact Information Form This form and the accompanying Form CCO-4A, must be completed and submitted with the Prime Contractor's Bid. Certification of Prime Contractor Regarding MBE/WBE Unavailability If any MBEIWBE's submitting bids are not selected for subcontract award, documentation must accompany Form CCO-4. Form CCO-4A,Pre-Bid Contact Information Instructions Detailed instructions on how Form CCO-4 should be completed and the responsibilities of the Prime Contractor and the Subcontractor. Form CCO- 5, Letter of Intent to Bid from MBE/WBE Contractor Each MBE/WBE firm planning to submit quotes on construction projects with goals, shall submit a Letter of Intent to Bid 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 scope letters are not received by the.City Contract Compliance Officer seven (7) days prior to bid opening, goals on subject project will be reduced accordingly. This form is completed and signed by the MBE/WBE. • Form CCO-6, Final MBE/WBE Participation Amounts Upon Completion and Finalization of the project, the Prime Contractor must submit this form with their final documents. It shall be filled out and signed by the Prime Contractor on the project. If project goals are not met, a detailed report must accompany this form prior to release of retain age. • J:UACK-F\DBE File\Contract Compliance Program\Form INDEX.doc 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 LETTER TO BE USED WREN 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. 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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) Vb. CITY OF WATERLOO CERTIFICATION OF MBE/WBE ACCOMPLISHMENT (To be completed by the Prime Contractor and submitted with the final documents) Contract: Prime Contractor: Letting Date: Completion Date: MBE/WBE Commitment Listed on Pre-Bid Form: $ MBE/WBE Company Dollars Committed Dollar Amount Paid % of Goal $ $ $ - $ $ $ $ $ $ $ TOTAL (Name) the (Corporate Officer) of certify that the MBE/VVBE (Prime Contractor) accomplishment to be true and accurate. • (Date) (Signature) Form CCO -6 (11-28-2001) CERTIFIED - MBE / WBE CONTRACTORS CITY OF WATERLOO, IOWA C a� -teir a 71. tern©a ♦ CONTRACT COMPLIANCE OFFICE Community Development Board Carnegie Annex, Suite 202 620 Mulberry Street Waterloo, Iowa 50703 — City WEB Site: www.ci.waterloo.ia.us Contract Compliance WEB Site for listing updates: http://wwvv.wplwloo.lib.ia.us/contractcompliance/ Contact: Louis Starks, Contracts and Grants Coordinator Email: louis.starks &,waterloo-ia.ora Phone: (319) 291-4429 Fax: (319) 291-4431 — MBEWBE Certified Contractors List Page _ f • CERTIFIED MBE CONTRACTORS CARTER ELECTRIC — 725 Adams Street Waterloo, IA 50703 Phone: (319)232-9808 Pager: (319)235-4021 Contact: Derrick Carter Specializing in: ELECTRICAL CONTRACTOR COCKEIREN ROOFING 1708 Newell Street Waterloo, IA 50703 Phone: (319)232-7513 Contact: James Cockhren Specializing in: ROOFING CULPEPPER ELECTRIC 1731 Cottage Grove Avenue Waterloo, IA 50707 Phone: (319)235-0885 Fax: (319)236-8177 Contact: Martin Culpepper Certified: City of Waterloo Certified MBE, Licensed Electrician Specializing in: ELECTRICAL CONTRACTOR DANIELS HOME IMPROVEMENT 339 Albany Street Waterloo, IA 50703 Phone: (319) 833-0118 Contact: Sammy Daniels Specializingin: CONCRETE WALLS—ALL A L TYPES OF OlV RTSi� FLATWOPJ POURED TYPES, FVOT1/GN LIGHT DEMOLITION MBEI BE Certified Contractors List Page 2 o?= CERTIFIED MBE CONTRACTORS - D.C. CORPORATION 426 Beech Street Waterloo,IA 50703 — Phone: (319) 236-9075 FAX: (319) 236-0515 Contact: Terry Phillips Certified: City of Waterloo Certified MBE, Iowa DOT,TSB Certified Specializing in: COMMERCIAL AND RESIDENTIAL DEMOLITION, CONCRETEPAVING, DRIVEWAYS, TR UCKING(ALL TYPES), GENERAL CONSTR U N GREER'S WORKS - 2003 Plainview Street Waterloo, IA 50703 Phone: (319) 233-4701 Contact: Willie Greer Specializing in: DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION ELIAS GROVER CEMENT CONTRACTORS 116 Carl Street Waterloo, IA 50703 Phone: (319) 234-3839 Contact: Elias Grover, Owner Specializing in: ALL TYPES OF CONCRETE FLATWORK, ASPHALT, GENERAL CONSTRUCTION LOVE'S ENTERPRISE -- 835 West Fifth St. P.O. Box 246 Waterloo, IA 50704 Phone: (319) 233-3260 Contact: David Love Certified: Iowa DOT, City of Waterloo Certified MBE -.. Specializing in: CONCRETE PAVING, ASPHALT, DRIVEWAYS, SIDEWALKS, TRUCKING MBEI BE.Certified Contractors List — Page 3 of S OLD GREER'S WORKS 2309 Springview Street Waterloo, TA 50707 Phone: (319) 233-2150 Contact: David L. Greer, Sr. Specializing in: GENERAL CONSTRUCTION PAULINE COMPANY, INC. 139 Clark Street P. O. Box 1623 Waterloo, IA 50703 Phone: (319) 236-2345 FAX: (319) 236-1568 email: DJToay@aol.corn Certified: Targeted Small Business, Iowa DOT, City of Waterloo Certified MBE Contact: W.C. Stokes, Owner Specializing in: EROSION CONTROL, TRUCKING, GUARDRAIL, CLEARING AND GRUBBING CONCRETE PAVING, ASPHALT CURB AND GUTTER, DRIVEWAYS, SIDEWALKS, MASONRY WORK, ROOFING, CD BASKETS, ROADWAY PIPE, TILE LOCATING, REVETMENT SHOULDERS, FIELD FENCE, GENERAL CONSTRUCTION WORK QUICK CONSTRUCTION 217 Bates Street Waterloo, IA 50703 Phone: (319) 232-5564 Contact: Leroy Harrington Specializing in: ALL TYPES OF CONCRETE FLATWORK AND GENERAL CONSTRUCTION CHARLIE SCHAUF TRUCKING 627 Adams Street Waterloo, IA 50703 Phone: (319) 232-4717 Contact: Charles Schauf Specializing in: ' 'DTTr''TIr r 1 11 V L'i' .L LI i\4BEiV'Bt=Certified Contractors List Page = o f 5 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 PETERMAN & HAES CARPET ONE* 4003 University Avenue Waterloo, IA 50701 Phone : (319) 233-6131 FAX: (319) 233-6133 email: JR11486na cfu.net — Certified: City of Waterloo WBE Contact : Carol Reese Specializing in: FLOOR COVERING WATCO CONSTRUCTION, INC.* 2920 Texas Street Waterloo, IA 50702 Phone : (319) 233-7481 Certified: City of Waterloo WBE — Contact : Patricia J. Kimball Specializing in: STORM SEWER, INLETS, DRAIN TILE, WATER MAIN, SANITARY SEWER, INTAKE STRUCTURES * DENOTES WOMEN BUSINESS ENTERPRISE MBE!W'BE Certified Contractors List Pa;ge 5 of 5 STATEMENT OF BIDDER'S UALIFICATIONS (To be submitted by the Bidder only upon the specific request of the City tY 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: STATEMENT OF BIDDER'S QUALIFICATIONS PAGE 1 OF 2 16. Will you, upon request, fill out a detailed financial statement and furnish any other — information that maybe required by the City of Waterloo, Iowa? 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 , 2008. (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 , 2008. Notary Public -- My commission expires STATEMENT OF BIDDER'S QUALIFICATIONS PAGE 2 OF 2 FEDERAL CONTRACT PROVISIONS 1. Equal Employment Opportunity-All contracts shall contain a provision requiring compliance with E.O. 11246, "Equal Employment Opportunity,"as amended by E.O. 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity, and as supplemented by regulations at 41 CFR part 60, "Office of Federal Contract " Compliance Programs, Equal Employment Opportunity, Department of Labor." 2. Clean Air Act (42 U.S.C. 7401 et. Seq.) and the Federal Water Pollution Control Act (33 U.S.C. 1251 et. Seq.), as amended- Contracts and subgrants of amounts in excess of $100,000 shall contain a provision that requires the recipient to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401 et. seq.). Violations shall be reported to the Federal Awarding Agency and the Regional Office of the Environmental Protection Agency(EPA). 3. Byrd Anti-Lobbying Amendment(31 U.S.C. 1352) - Contractors who apply or bid for an award of$100,000 or more shall file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier shall also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the recipient. 4. Debarment and Suspension (E.O.s 12549 and12689)-No contract shall be made to parties listed on the General Services Administration's Programs in accordance with E.O.s 12549 and 12689, "Debarment and Suspension."This list contains the names the parties debarred, suspended, or otherwise excluded by agencies, and contractors declared ineligible under statutory or regulatory authority other than E.O. 42549. Contractors with awards that exceed the small purchase threshold shall provide the required certification regarding its exclusion status and that of its principal employees. FEDERAL CONTRACT PROVISIONS CONTRACT NO. 750 PAGE 1 OF 1 SECTION 01100 SUBSTITUTION OF EQUIPMENT AND PRODUCTS PART 1: GENERAL 1.01 DESCRIPTION A. This Section defines the procedures for using"Basis of Bid"items when preparing the TOTAL BID PRICE and outlines the procedure for proposing substitute items by"Alternate"manufacturers.It also defines procedures for non-"Basis Bid"substitutions. B. Bidders shall provide all required information as noted in this section. 1.02 BID FORM A. The Bid Form is based on a UNIT BID PRICE contract using"Basis of Bid"items which have been identified and described in the Contract Documents for the Base Bid and Alternate Nos. 1 and 2 Bids. — B. The TOTAL BID PRICE noted in the Bid Form shall include the installed prices of only"Basisof the Bid"items.The installed price shall include the labor and material cost,profit and overhead,plus — cost for all necessary appurtenances to provide a complete system. C. Manufacturers who believe their equipment can meet the performance requirements and with the exception of minor details,the technical requirements of the Contract Documents,are encouraged to — submit a quotation of a Bidder for an"Alternate"item. D. Bidder's desiring to quote a price for an"Alternate"item in lieu of a"Basis of Bid"item may,at their option,include a"qualification package"for each proposed"Alternate Manufacturer"with their Bid Form. Such"qualification package"shall include the installed price of their requested equipment substitution and the revised price of the applicable Bid Item from the Bid Form."Qualification — Package"requirements are described in this Section. The bidder shall not use the installed price for any proposed"Alternate"item in preparing the TOTAL BID PRICE. E. If the Bidder does not include a"qualification package"for"Alternate"manufacturers,the Bidder shall furnish the"Basis of Bid"item for bid price in the Bid Form. — 1.03 QUALIFICATION PACKAGE A. All Bidders shall submit with the Bid Form a"qualification package"for each"Alternate"which the Bidder proposes to furnish.The Bidder shall submit each qualification package under separate cover. Each qualification package shall be bound with protective cover,identified by specification section number and title, and the product manufacturers' name.The Bidder shall submit all qualification packages in a sealed sturdy box or suitable container with the Bid Form attached to or enclosed in the box or container. B. "Qualification packages"for"Alternate"items shall include the following.If an item does not apply, indicate so in the submittal. 01100- 1 1. A complete set of drawings,specifications, catalog cut-sheets,and detailed descriptive material. This information shall identify all technical and performance requirements stipulated on each drawing and in each specification section. 2. Detailed information for all buy-out items such as hardware,motors,bearings,reducers,belts, sheaves,motor controllers and instrumentation. 3. Lists showing materials of construction of all components,including all buy-out items. 4. Manufacturer's recommended spare parts,including all buy-out items. 5. Information on equipment field erection requirements including total weight of assembled components and weight of each sub-assembly. 6. A maintenance schedule showing the required maintenance,frequency of maintenance,lubricants and other items required at each regular preventative maintenance period,including all buy-out items. 7. Electrical requirements and schematic diagrams. 8. Detailed written documentation with discussion of all deviations of equipment,including buy-out items,from the Contract Documents. 9. A listing of manufacturer's history demonstrating at least five(5)years experience in the manufacture of the product(s)specified, or ten(10)successful installations of the size or number involved in this project. FAILURE TO FURNISH THE PRECEDING INFORMATION WITH THE BID FORM SHALL BE CAUSE FOR REJECTION OF A PROPOSED ALTERNATE ITEM FOR USE ON THIS PROJECT. C. If the Bidder fails to furnish any or all of the preceding information,the proposed"Alternate" qualification package will be rejected by the A/E.If the"Alternate"qualification package is rejected by the A/E,the Bidder shall furnish the"Basis of Bid"item for the price bid. D. No"Alternate"items will be considered unless,in the opinion of the A/E,they conform to the Contract Documents in all respects,except for make and manufacturer and minor details. E. The A/E shall be the sole authority for determining conformance of a proposed"Alternate"item with the Contract Documents.Except for identification of non-compliance with the specifications,the A/E will not be required to prove that an"Alternate"item is not equal to"Basis of Bid"items. F. Substitutions or modifications to the qualification package will not be considered after opening of bids. 1.04 SHOP DRAWING SUBMITTALS A. Acceptance of"Alternate"items and their qualification packages,or naming of"Basis of Bid" equipment,does not eliminate the need for shop drawing submittals and reviews during construction, nor does it eliminate the requirement that the equipment manufacturer satisfy the requirements of the Contract Documents. 01100-2 B. Bidders furnishing"Alternate"items requiring changes to the Contract Documents,shall notify the A/E in writing of all process,mechanical,electrical and structural changes and requirements for incorporating the"Alternate"into the Project and shall reimburse the Owner for associated redesign costs.Redesign and contract drawing revisions to accommodate"Alternates"will be prepared by the — A/E during the shop drawing review process.Reimbursement shall be based on 3.0 times the A/E's salary cost plus reimbursable expenses at cost. 1.05 SUBSTITUTION OF NON-"BASIS OF BID"ITEMS —' A. Where non-"Basis of Bid"products,materials or methods are accompanied by"or equal"or other language of the same effect,the Pump and Controls Equipment Provider's requests to use unnamed products,materials or methods are considered requests for substitutions,and are subject to the following requirements. B. After the Contract has been executed,the Owner and A/E may consider formal requests for the substitution of non-"Basis of Bid"products in place of those specified,under the following conditions: 1. The request is accompanied by complete data on the proposed substitution substantiating compliance with the Contract Documents including product identification and description, performance and test data,references and samples where applicable,and an itemized comparison of the proposed substitution with the products specified or named by Addenda,with data relating to Contract time schedule,design and artistic effect where applicable,and its relationship to separate contract. 2. The request is accompanied by accurate cost data on the proposed substitution in comparison with — the product specified,whether or not modification of the Contract Sum is to be a consideration. C. Requests for substitution when forwarded by the Pump and Control Equipment Provider to the A/E,are — understood to mean that the Pump and Control Equipment Provider: 1. Represents that he has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified. 2. Certifies that the cost data presented is complete and includes all related costs under this Contract,but excludes costs under separate contracts and the A/E's redesign costs,and that he waives all claims for — additional costs related to the substitution which subsequently become apparent. 3. Will coordinate the installation of the accepted substitute,making such changes as may be required for the work to be complete in all respects. D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals without separate written request,or when acceptance will require substantial revision of Contract Documents. E. A/E will determine acceptability of proposed substitution,and will notify the Pump and Control Equipment _ Provider of acceptance or rejection in writing within a reasonable time. ed by the wner and for F. The Pump and Control Equipment substitute materialll op systemay all s.The rate of pay shall be equal t�0 times redesign A/E's — work required to incorporate salary cost plus reimbursable expenses at cost. END OF SECTION 01100 01100- 3 SECTION 11200 PROCESS EQUIPMENT-GENERAL PROVISIONS PART 1: GENERAL 1.01 RELATED DOCUMENTS A. General Specifications for Construction and Supplemental General Specifications for Construction, General Special Provisions, and Special Provisions Sections apply to the work of this Section. 1.02 DESCRIPTION OF WORK A. The work under this Division and following sections of the specifications consist of all labor, material, tools and skills necessary for the furnishing, testing and adjustment of the various items of process equipment required under this contract. Each item shall be furnished complete as shown on the drawings and in accordance with these specifications and the manufacturer's recommendations and instructions. B. The omission of any reference to parts necessary or incidental to a complete installation shall not be construed as releasing the Contractor from furnishing such parts. C. The following equipment is included under this Division: 1. Section 11216-Non-clog Submersible Pumps and Accessories. 1.03 BASIS OF BID A. In order to assure uniform quality, ease of maintenance and s storage, it is the of these specifications that all equipment called for under each ec ion,,al pa as listed in 1.02-C and intent Division 26, shall be supplied by a single manufacturer or authorized sales representative. The equipment manufacturer or authorized sales representative shall,in addition to the Contractor, assume the responsibility for proper installation and functioning of the equipment. 1.04 RELATED WORK SPECIFIED ELSEWHERE A. Electrical: Division 16 1.05 QUALITY ASSURANCE A. All furnished equipment and systems shall conform fully in every respect to the requirements of the respective parts and sections of the drawings and specifications. Equipment which is a "standard product"with the manufacturer, unless noted otherwise, shall be modified,redesigned from the standard mode if necessary, or shall be furnished with special features, accessories, materials or finishes as may be necessary to conform to the requirements of the specifications. B. All steel design and fabrication shall be in accordance with the prevailing practices of the American Institute of Steel Construction(AISC). 11200-1 1.06 SUBMITTALS A. Shop s drawings bes foubr all items apf approval as specal c fied in the General Condiuipment specified tions of this specification. — r and related accessory items shall be submitted forpp Shop drawings shall be specific to this particular processt system. —all be so noted and referenced to the particular piece of equipment and respective B. Preliminary characteristic performance curves for all process pumps shall be submitted with shop drawings. These curves shall show operating head,brake horsepwe1NPe HR andating effil�lyca d — plotted against capacity and other data where required for Pump and No.together with all three pumps Pump Nos.2, 3 and 4 operating singularly,with two pumps on at the same time. _ C. Prior to review of any shop drawings,the manufacturer shall submit two(2)preliminary sets of all manufacturer's operation and maintenance instructions specific to proposed equipment. _ D. After installation and before acceptance of the equipment, four(4) copies of the final instruction manual containing complete information in connection with assembly,operation,adjustments, maintenance and repair of all equipment shall be furnished to the A/E for transmittal to the — Owner. E. Experience information for identified items of equipment shall be furnished with shop drawings. — The information shall include,but not be limited to,the following: 1. Name and location of installation. — 2. Name of person in direct responsible charge for the equipment. 3. Address and phone number of person in direct responsible charge. — 4. Month and year the equipment was placed in operation. — 5. Brief description of equipment(size,capacity,horsepower, etc.). Manufacturers who cannot meet the experience information, shall provide a maintenance bond in — the name of the Owner with shop drawing submittals. ent has been shed F. The manufacturer shall provide a certification statement the authorized service representatifive who by — an authorized sales representative and shall identify rovided will be responsible for warranty repair and authorizedservice. The corporate offi�ern s The cert sfhcationsall be tatement on corporate letterhead and signed by an shall include the name, address and phone number final 0&applicableM bl representatives. A copy of the certification statement shall be included i ual. 1.07 DELIVERY, STORAGE AND HANDLING — A. All mechanical equipment shall be cartoned or crated to provide protection during transit and job storage. All pipe and electrical connections shall be covered with suitable coverings, caps or — plugs. B. Store all materials and equipment at building site under cover rand electrical sspecific permission ent in weather is granted by the A/E for off-site storage. Store pumps, motors tight areas and maintain temperature of 50°F.minimum. Place equipment on wood supports or 11200-2 floors in a manner that will prevent rust and damage. Avoid use of non-vented plastic or canvas shelter which could create a humidity chamber. Cardboard wrappers which become wet shall be removed immediately. 1.08 JOB CONDITIONS A. The Contract Documents(drawings)indicate the required size and general arrangement of all piping and equipment. The final exact dimensions and configuration will have to be determined by the exact equipment furnished. B. The Pump and Control Equipment Provider shall be responsible for taking and/or verifying any dimensions of the in-place existing or new structure and piping or equipment required for the proper fabrication and installation of all new equipment and the necessary connections. C. The Pump and Control Equipment Provider shall determine and be responsible for the proper locations and character of all anchor bolts, inserts,hangers, chases, sleeves and other openings. D. The drawings and specifications are complementary and what is called for in either one shall be as binding as if called for in both. 1.09 GUARANTEE A. All equipment shall be guaranteed as specified under the General and Supplementary Conditions as specified herein. Guarantee on all equipment shall start after formal acceptance of equipment. B. Guarantee all equipment against: 1. Faulty or inadequate design. 2. Improper assembly or erection. 3. Defective workmanship or materials. 4. Leakage, breakage or other failure. PART 2: PRODUCTS 2.01 ANCHOR BOLTS A. Equipment manufacturer shall furnish all anchor bolts of ample size and strength required to securely anchor each item of equipment. Bolts, washers and hex nuts shall be 304 stainless steel unless noted otherwise. Expansion-type anchors will not be acceptable. Anchor bolts shall be set by template and protected from misalignment by the Contractor. Equipment shall be placed on the foundations,leveled, shimmed,bolted down and grouted with a non-shrinking grout. 2.02 ENCLOSURES A. All control devices or similar items appurtenant to the major equipment shall be furnished with dust and moisture tight enclosures,unless otherwise specified; and all electrical conduit connections shall be of the threaded type. 2.03 SHOP COATING A. Protect all steel and iron surfaces by suitable coatings applied in shop as noted in Division 11- Equipment Section. 11200-3 B. Protect,for life of equipment, surfaces which will be inaccessible after assembly. C. Finish smooth,thoroughly clean and fill exposed surfaces, as necessary,to provide a smooth, — uniform base for coating. D. Coat surfaces to be painted after installation with one or more coats of primer,to protect — equipment until finish coats are applied. See specific equipment sections and Division 9 for specific finishes. E. Shop finish electric motors, speed reducers, starters and other self-contained or enclosed components with oil-resistant enamel. F. Apply rust preventative compound to all machined,polished and non-ferrous surfaces which are not to be painted. PART 3: EXECUTION 3.01 FACTORY TESTS A. Process equipment shall be subject to factory testing in accordance with requirements specified for the particular equipment. B. Factory test on each piece of pumping equipment as specified in Section 11216 shall be made in accordance with the test code of Hydraulic Institute Standards. Pumpingequipment ment which fails h meets the to meet the requirements of the test shall be replaced with pumping specified requirements. Certified factory performance test curves for each pump shall be furnished which shall cover the full range of operation from shut-off to maximum capacity as well as plotted efficiency,NPSHR and horsepower for Pump No. 1 singularly and Pump Nos. 2, 3 and 4 operating singularly,with two pumps on and with three pumps on at the same time. 3.02 INSPECTION A. The Pump and Control Equipment Provider shall inspect all material or equipment as it is received to determine damage and/or missing parts. It shall be his responsibility to repair or replace damaged items in accordance with the manufacturer's instructions. 3.03 INSTALLATION A. Each item shall be furnished complete and as shown on the drawings and in accordance with the manufacturer's recommendations,instructions and directions. B. Oil and grease necessary for initial operation shall be provided by the Pump and Control Equipment Provider in quantities and grades recommended by the manufacturer. C. All material shall be new,undamaged and conform to the latest standards listed. 3.04 TESTING AND OPERATION OF EQUIPMENT — A. It is anticipated that portions of facilities will be in operation before final acceptance of the completed facilities,therefore,the following procedure shall be followed on all major equipment.Also,refer to specific equipment section. 11200-4 B. All process,mechanical and electrical equipment, including related control systems, shall be subjected to preliminary operation and testing by the Pump and Control Equipment Provider before the individual facilities and systems are put into operation. Tests shall be made to determine whether the equipment has been properly assembled, aligned, adjusted,wired or connected. Any changes, adjustments or replacements of equipment which are due to errors or omissions on the part of the Pump and Control Equipment Provider,or which may be otherwise necessary to comply with the requirements of this Contract, shall be done without additional cost to the Owner. Upon completion of the checking and adjustment, the Contractor shall demonstrate that each separate piece of equipment in each system of related items of mechanical equipment and the related instrumentation and control equipment operate in accordance with the requirements of the contract specifications. Where no specific performance requirements are stated in the specifications,the test shall show that the equipment operates in accordance with normal application practice of the equipment. The demonstration test shall show that the equipment operates smoothly and without excessive noise or vibration,that the equipment is responsive to manual and automatic controls,that control and protective devices are properly set,that the equipment will run on a controlled or intermittent basis when such operation is intended. The demonstration test for each piece of equipment shall include checkout from each remote control point. All alarm systems and safety lockout systems shall also be demonstrated for proper function along with all process instrumentation and controls. C. The demonstration test shall be arranged by the Pump and Control Equipment Provider together with the Contractor that will install this equipment under a separate Contract No. 720(with the Owner); however,the scheduling shall be subject to the approval of the Owner. The Pump and Control Equipment Provider shall provide personnel from the various trades involved to operate and demonstrate the equipment. D. During the testing of equipment, the Pump and Control Equipment Provider shall arrange for the presence of qualified representatives of the manufacturers of all the various pieces of equipment and instrumentation. E. Upon completion of the tests, the Pump and Control Equipment Provider shall submit six (6) copies of a report describing the test,test conditions and the results. F. Upon receipt of the specified copies of the final operation and maintenance instructions and equipment testing report,the A/E shall promptly review these submittals and either shall request further information or tests or shall recommend acceptance of the equipment by the Owner. The Owner shall provide written notice of acceptance of the equipment within a reasonable time after receipt of the A/E's recommendation. G. After the equipment has been tested,adjusted and fmally accepted,but before final acceptance of entire project,the Owner may place portions of the project into operation. In this instance,the guarantee period will start from the date of written notice of acceptance of the equipment by the Owner. At this acceptance time, the Owner will assume the operation and maintenance of the equipment. 3.05 INSPECTION START-UP AND ADJUSTMENT A. The schedule for such start-up of the equipment and pumping systems will occur during the duration of the contract period and prior to final completion and acceptance of the overall project. After satisfactory start-up of these individual systems, including all of the related equipment, they will remain in continuous or intermittent operation as required by the Owner. 11200-5 B. All equipment and accessories shall be adjusted and calibrated prior to any start-up. Any — equipment placed into temporary operation prior to final completion of the total project shall be re-adjusted and/or calibrated. C. The cost of the above personnel for supervisory purposes shalt be included in the contract cost and no additional compensation will be paid for this item. D. During the period thus provided,ill beOwner by the Owe to have a full-time operating personnel available, and these operatorspaid E. The Pump and Control Equipment Provider shall inspect the completed installation,make all necessary adjustments, corrections or modifications prior to start-up. 1. Verify that adequate clearance is available to permit maintenance and repair. 2. Assure that discharge tube channels and equipment is clean of debris which might clog equipment. 3. Check all overhead and leak detection sensors.4. Check for sufficient lubrication. 5. Check for correct rotation. 6. Check for correct operation of flap valves. 7. Instruct Owner's personnel in proper operation and maintenance. F. After start-up is authorized by the A/E,the manufacturer or supplier shall supervise start-up procedures. The manufacturer shall make all final adjustments necessary for the intended use of the equipment and certify in writing that the equipment has been properly installed and adjusted and is operating satisfactorily. 1. Check for excessive noise and vibration. 2. Check for high bearing temperature. 3. Check temperature of packing glands or mechanical seals. 4. Check for motor overloading,take ampere readings. 5. Check out safety devices,limit switches and timers. 6. Select and optimize operating variables. 7. Give initial instruction to Owner's personnel in operation of the equipment. 3.06 WRITTEN REPORT —' A. Furnish to Owner,through A/E, a written report prepared by equipment supplier certifying that equipment: 1. Has been properly installed and lubricated; 2. Is in accurate alignment; 11200-6 3. Is free from any undue stress imposed by connecting piping or anchor bolts. B. Final acceptance of the equipment will not be given until this requirement has been fulfilled. END OF SECTION 11200 11200-7 SECTION 11216 NON-CLOG SUBMERSIBLE PUMPS AND ACCESSORIES PART 1: GENERAL 1.01 RELATED DOCUMENTS A. General Specifications for Construction and Supplemental General Specifications for — Construction,General Special Provisions,and Special Provisions apply to the work of this Section. B. For electric control center,electrical equipment, and related items, see Division 16. f C. The General Provisions as listed in Section 11200 apply to work in this section. _ 1.02 DESCRIPTION OF WORK A. The Pump and Control Equipment Provider shall furnish and deliver submersible waste water pumps,complete with sealing discharge connections, guide bars, and all accessories as hereinafter specified,as shown on the drawings and described below: a. The following describes what is to be included in the Base Bid and Alternate Bids 1 and 2. 1. Base Bid.The Base Bid includes all access doors and covers for all four(4) pumps, all discharge elbows for all four(4)pumps and all liquid level sensing and signaling equipment for all four(4)pumps.The Base Bid also includes one(1) small pump(Pump No. 1 in the Plans)and one(1)large pump(Pump No. 2 in the Plans) and the complete operating system for and pumps, including the adjustable frequency drive(AFD)for Pump all other equipment necessary to provide a complete,properly functioning pumping system for pumps 1 and 2. 2. Alternate No. 1 Bid.The Alternate No. 1 Bid includes one(1) additional large pump(pump No. 3 in the Plans) and the necessary additions to the operating system to operate this pump with Pumps 1 and 2, including one(1) additional adjustable frequency(AFD) and all other equipment necessary to provide a complete,properly functioning pumping system for pumps 1,2 and 3. 3. Alternate No.2 Bid.The Alternate No.2 Bid includes two (2) additional ,r large pumps(Pumps 3 and 4 in the Plans) and the necessary additions to the operating system to operate Pumps 1, 2, 3 and 4,including two(2) additional adjustable frequency drives(AFD's) and all other equipment necessary to provide a complete,properly functioning pumping system for pumps 1,2, 3 and 4. B. All furnished equipment and systems shall conform fully in every respect to the requirements of the respective parts and sections of the plans and specifications. Equipment which is a"standard product"with the manufacturer shall be modified,redesigned from the standard mode, if necessary, or shall be furnished with special features,accessories,materials, or finished as may be necessary to conform to the requirements of the specifications. 11216-1 1.03 OPERATING CONDITIONS A. Small Simplex Pump The pump shall be capable of pumping 6,000 gpm at 41.6 feet-TDH(32.6 feet static)and shall be a"KSB"or"Flygt" 14"heavy duty submersible non-clog pump. "Flygt"and"KSB"are named, Basis of Bid manufacturers for this Contract. B. Large Submersible Pumps a. The pump station has been designed to include three(3) submersible,non-clog pumps of identical size,type, flow and TDH that will be capable of pumping a combined stormwater flow of 63,000 gpm when all three(3)pumps are pumping at the same time (excluding the one(1)-6,000 gpm pump). Said three(3)large pumps shall also be capable of operating satisfactorily singularly and as duplex pumps within their respective and combined published pump curves for the static and total heads to be experienced with the valving and piping shown on the plans from the pumps through the force main to the outlet. The calculated flow and head requirements for these pumps are as follows: Pumps"On" Total Flow Individual Static TDH Together gpm Pump Flow Head 1 Gpm Ft FT 27,000 27,000 30 58 2 48,000 24,000 30 67 3 63,000 21,000 30 76 b. The Pump and Control Equipment Provider shall provide these large submersible pumps as described for the Base Bid and Alternate Bid items. These pumps shall be"Flygt"or "KSB"24"heavy duty submersible non-clog pumps. C. Each pump shall be designed as a completely submersible unit capable of pumping storm water, fibrous material, and spherical solids no smaller than 4 inches in diameter. D. The design shall be such that pumping units will be automatically connected to the discharge piping when lowered into place on the discharge connection. The pumps shall be easily removable by one operator with a crane for inspections or service,requiring no bolts,nuts or other fastenings to be removed for this purpose,and no need for personnel to enter pump wet well. 1.04 BASIS OF BID A. In order to assure uniform quality, ease of maintenance and minimal parts storage, it is the intent of the specification that all equipment called for under this Section shall be supplied by a single Pump and Control Equipment Provider. The Pump and Control Equipment Provider shall,in addition to the Pump Installation Contractor under a separate contract, assume the responsibility for proper installation and functioning of the equipment. B. No equipment shall be supplied by any manufacturer not regularly engaged in the manufacturing and production of non-clog submersible pumps. The manufacturer must have installed and had in satisfactory use for a period of not less than five(5)years a minimum of twenty-five(25) installations of the size and type comparable to the units specified. 11216-2 C. The Contract Documents have been prepared using"Flygt" or"KSB"pumps as"Basis of Bid" equipment. D. Equipment manufacturers with equal quality and efficiency, as demonstrated,may be bid as an alternate to the base bid pumps, subject to submittal of sufficient information and acceptance by the Owner and A/E; see Section 01100"Substitution of Equipment and Products". E. Bids from manufacturers lacking the experience requirements,but meeting all technical and performance requirements of the specification,can be considered if the manufacturer provides a satisfactory five(5)year maintenance bond in lieu of evidence of experience and operation. 1.05 PUMP TEST A. Each pump shall be fully tested on clear water at the manufacturer's plant before shipment. Tests shall consist of checking the unit at its rated speed,head, capacity, efficiency and brake horsepower,and at such other conditions of head and capacity to properly establish the performance curve. Minimum hydrostatic test pressure shae 1.5 times the ed. The Standards of the Hydranlbc Institute shall govtern headoff he at maximum design pump sp procedure and calculations for these tests. 1.06 SHOP DRAWING SUBMITTALS A. Shop drawings submitted shall include pump curves and two(2) sets of the operation and — maintenance manuals before they will be accepted for review. PART 2: PRODUCTS 2.01 PUMPS th all arts A. The stator casing,oil casing an impeller shall ll be of a coatof rubber-asphalt paint ey iron construction lAll expernal bolts into contact with the storm waterprotectedby The impeller and nuts shall be of stainless steel. The impeller shall be protected by a wear ring. shall be of a single or multi-vane,non-clog design,capable of passing solids,fibrous material shall and heavy sludge, and constructed with long through-way with no acute turns. The imp be dynamically balanced. B. Shafts shall be stainless steel and supported by two heavy-duty bearings for reduced vibration and wear. C. Each pump shall be provided with a tandem double mechanical seal running in an oil reservoir, composed of two separate lapped face seals,the lower seal unit shall consist of one stationary and one rotating tungsten-carbide or silicone carbide ring. The upper seal unit shall be as supplied as manufacture standard. The compression spring shall be protected against exposure to the pumped liquid. The pumped liquid shall be sealed from the oil reservoir by one face seal and the oil reservoir from the motor chamber by the other. The seals shall require neither maintenance nor adjustment,and shall be easily replaced. Conventional double mechanical seals with a single spring adjustment,and shall be easily replaced. Conventional double mechanical seals with a single spring between the rotating faces,requiring constant differential pressure to effect sealing and subject to opening and penetration by pumping forces shall not be considered equal to the tandem seal specified and required. Pumps with only a single seal will not be acceptable. e or using. The sensor ll D. n pump shallsu mer a leakage able to the ontrol panel to alarm ao seal failure when liquid be sensed. connected via submersible 11216-3 2.02 SEALING DISCHARGE CONNECTION A. Sealing of the pumping unit to the discharge connection shall be accomplished by a simple linear downward motion of the pump with the entire weight of the pumping unit guided to and wedging tightly against the angled discharge connection;no portion ofthe pump shall bear directly on the floor of the sump and no rotary motion of the pump shall be required for sealing. B. The upper or sliding guide bracket shall be an integral part of the pumping unit and the pump casing shall have a connection with yoke to connect with the cast iron discharge connection. 2.03 MOTORS A. Pump motor shall be housed in an air filled watertight casing and shall have Class F insulated windings which shall be moisture resistant. Pump motors shall have cooling characteristics suitable to permit continuous operation,in a totally,partially or non-submerged condition. The pump shall be capable of running dry in a totally dry condition under full load without damage, for extended periods. Each unit shall be provided with an adequately designed cooling system. Pump motors shall be submersible type. Thermal sensors shall be used to monitor stator temperatures. The stator shall be equipped with thermal switches, embedded in the end coils of the stator winding(one switch in each stator phase). These shall be used in conjunction with and supplemental to external motor overload protection and wired to the control panel. B. Operating Voltage-460 VAC, three-phase.Motors shall be capable of satisfactory operation under incoming power voltages ranging from 456-504 volts. C. The combined service factor shall be a minimum of 1.10. D. Required thermal sensor relays and seal failure sensors shall be supplied for each submersible pump. Relays shall have single pole,double throw(SPDT)output contacts. Coordinate all requirements with the control supplier. 2.04 PROTECTIVE DEVICES A. Furnish temperature sensor relay and seal failure electrode relay for each alarm circuit for each pump. The equipment shall be furnished to the Control System supplier for installation in the control panel. B. The relays furnished under this Section shall provide a contact output for each alarm condition. Contacts shall be rated 5 Amps at 120 VAC,minimum. C. Coordinate all requirements and scheduling with the Control System supplier. Provide complete technical data and wiring information. D. The protective circuitry and equipment shown on the Drawings are based on the specified"Flye" or"KSB"equipment. Pump and Control Equipment Provider shall revise the circuitry and equipment for alternate manufacturers, if approved. 2.05 PUMP LIFTING CHAINS A. Each pump provided under Base Bid and Alternate Bids shall be fitted with stainless steel lifting chains of adequate strength and length to permit raising the pump accessories for inspection and removal. 11216-4 2.06 POWER CABLES A. Each pump provided under Base Bid and Alternate Bids shall be equipped with the necessary length of motor and control cable nthe ersenders underside of the access frame pump applications. lre e braidFo sleeve cable supports shall be provided for attachment to r additional requirements, see Division 16. 2.07 PUMP GUIDE BARS/CABLES A. The Pump and Control Equipment Provider shall furnish andwt�gguid andguide the pump.s for each pump of _ the size as required by the equipment manufacturer top Guide bars shall be standard weight 316 stainless steel pipe extending from the lower guide holders on the pump discharge connections to the upper guide holders mounted on the access frame with a minimum of one intermediate stainless steel guide bar holder 2.08 ACCESS COVERS A. Furnish and install access covers at the pump station as shown on the drawings. The covers shall be constructed of diamond pattern plate aluminum capable of supporting live loads of at least 300 pounds per square foot. All hardware shall be stainless steel,including hinges,a hasp, safety chains across opening,hold-open arms,lift handle, and other necessary hardware. Door shall include compression stainless spring assist for easy operation and an automatic hold- -olenr, cable arm with release handle. The frame at the pump station shall include upper pump guide holder,chain hooks,and both shall be self-draining pump stations. The exterior of the frames shall be bituminous coated. PART 3: EXECUTION 3.01 PAINTING A. All submersible non-clog discharge piping and valves inside the pump station shall be coated with two coats of bitumastic paint. 3.02 PUMP WARRANTY A. The pump manufacturer shall warrant the pumps being supplied to the Owner against defects in —' workmanship and materials for a period of five(5)years from the date of complete satisfactory delivery. The warranty shall be in published form and apply to all similar units. A warranty offered by a representative will not be acceptable in lieu of the manufacturer's warranty. 3.03 SERVICE AND START-UP A. The manufacturer shall furnish the items and to1eld engineer to supervise the installation of check the installation and supervise and controls and appurtenante start-up of all pumps. Said installation shall be under a separate contract with the Owner. B. Provide minimum of three(3)hours operator training at Owner's convenience after all equipment at the station are operational. END OF SECTION 11216 11216-5 TABLE OF CONTENTS GD-DIVISION 26 ELECTRICAL 26 0050 BASIC ELECTRICAL REQUIREMENTS 26 0519 ELECTRICAL POWER CONDUCTORS AND CABLES 5 26 0526 GROUNDING AND BONDING FOR ELECTRICAL 3 SYSTEMS 7 26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 2200 TRANSFORMERS 2 26 2419 MOTOR CONTROL CENTERS 3 26 9000 PUMP STATION CONTROLS 4 11 Commercial Street Pump Station Waterloo, IA Elect Table of Contents SECTION 26 0050 BASIC ELECTRICAL REQUIREMENTS PART 1GENERAL 1.01 SECTION INCLUDES A. Basic Electrical Requirements specifically applicable to Electrical Division Sections,in addition to Architectural Division-General Requirements and items shown on elevations on Architectural Drawings. 1.02 REGULATORY REQUIREMENTS A. This contractor shall give proper authorities all requisite notices relating to work in his charge, obtain official permits, licenses for temporary construction and pay proper fees for it. B. This contractor is to be solely answerable for and shall promptly make good all dama he ge, i juy ry or delay to other contractors,to neighboring premises or to persons or property of thimself,by his employees or through any operation under his charge,whether in the contract or — extra work. C. No attempt has been made to reproduce in these specifications any of the rules or regulations contained in city, state or federal ordinances and codes pertaining to the work covered by these specifications that the contractor be thoroughly familiar with all such ordinances and codes. D. The fact that said various rules, regulations and ordinances are not repeated in this specification does not relieve the contractor of the responsibility of making the entire installation in accordance with the requirement of those authorities having jurisdiction. E. All work shall comply with the applicable recommendations of:1. The National Board of Fire Underwriters 2. The ANSI-NFPA 70 National Electrical Code 3. The National Fire Protection Association (NFPA) 4. The Occupations Safety and Health Act(OSHA) 5. IBC Building Code(current)and any current applicable city building and or electrical codes. 6. Fire Protection: Conform to UFC and NFPA. 7. ANSI/NFPA 70 National Electrical Code. F. Obtain permits and request inspections from authority having jurisdiction. G. Conform to latest approved versions of codes.1.03 PROJECT/SITE CONDITIONS A. Install work in locations shown on drawings unless prevented by project conditions. ork to t project conditions, ing B. Prepare drawings showing in otherese td ions. Obtain perrangement of rV e in mi sion ofownerr and achi ect/engeerr changes to work spe before proceeding. C. This contractor, before submitting his bid, shall visit the site of the project to familiarize himself with locations and conditions affecting his work. D. It is the intent of this specification that the contractor furnish all labor and material required to complete the installation as outlined in the drawings and specifications. No additions to the — contract price will be allowed due to the failure of this contractor to properly evaluate the effect of existing conditions on the work to be done under this contract. E. Whenever renovation or remodeling or relocation of existing equipment is included in the contract, it is imperative that all locations of existing wiring conduits, electrical panels, Commercial Street Pump Station 26 0050 BASIC ELECTRICAL REQUIREMENTS 1 Waterloo, IA equipment, services and grades be noted on the job site before bid is submitted and that all elevations and grades be verified before roughing in new work. F. This contractor shall provide hole, as necessary,for the installation of his work and in accordance with materials other than the structure. 1.04 SEQUENCING AND SCHEDULING A. This contractor shall arrange his work in order that it progresses along with the general construction of the building. B. This contractor shall be kept informed as to the work of other trades engaged in the project and shall execute his work in such a manner so as not to delay or interfere with progress of other contractors. C. Where space for mechanical and electrical lines and piping is limited, it is imperative that all such trades coordinate their work so as to insure concealment in space provided. Where conflict exists, the engineer shall decide priority of space. If work is not properly coordinated, the engineer may require removal and relocation of work without additional compensation. 1.05 GUARANTEE A. This contractor shall guarantee all of the apparatus, materials, equipment furnished, and labor installed under this contract for a period of one year after date of final acceptance, unless a longer period is specified. B. Neither final certificate of payment nor any provisions in the contract documents nor partial or complete occupancy of premises by owner shall constitute an acceptance for work not done in accordance with contract documents or relieve the contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. C. Should any defects arise as the result of defective workmanship or material within the guarantee — period set forth, this contractor shall make the necessary correction at his own expense. 1.06 SUBSTITUTE PRODUCTS A. When the engineer, at the request of the interested parties, including the contractor, supplier and manufacturer, approves substitute products for this project, such products are approved on the assumption that they will equal or exceed the performance of the products specified. B. If such products do not do so after being installed on this project,this contractor shall replace or modify the particular product as necessary to equal the performance of the products specified at no expense to the owner,architect or engineer. C. Request for substitute products shall be received by the architect/engineer before the last addendum has been issued. Requests for substitutions received after this date will not be considered. Substitution requests shall clearly state which products are being considered for substitution. Substitution requests shall include all pertinent product information needed to evaluate the substitution as an"equal". 1.07 CUTTING AND PATCHING A. This contractor shall do all cutting and patching necessary for the installation of his work in all existing and new buildings unless otherwise noted. B. In areas where the integrity of new or existing fire separation assembly/wall is compromised by the work,this contractor shall be responsible to patch and/or seal openings as necessary to maintain and/or return fire separation to rating as required by applicable codes. Commercial Street Pump Station Waterloo, IA 26 0050 BASIC ELECTRICAL REQUIREMENTS -2 C. This contractor shall do all cutting and patching required for his work beyond the remodeled areas unless otherwise noted. All finish work shall include pafching to match existing adjacent surfaces. Painting shall be by others. 1.08 CLEANING AND RUBBISH A. This contractor, upon completion of his work,shall remove all rubbish and debris resulting from his operation and shall remove it from site at his own expense. B. As far as his work is concerned, all equipment shall be cleaned and the premises left in first class condition. C. This contractor shall maintain the work area each day to prevent hazardous accumulation of waste from his work. 1.09 SEALING AND PENETRATION A. Clearance around the conduit, cable trays,and all other devices or assemblies passing through fire or smoke rated construction shall be sealed to maintain the rated integrity of the construction (1 hr., 2 hrs, etc.). For one-hour rated assemblies, single side patching is permitted. For two-hour rated assemblies,patch both sides of assembly. B. This contractor shall verify rating and location of all such construction with the architectural drawings and seal all penetrations.C. Manufacturer offering products to comply with the requirements include the following: 1. Dow Corning"Silicone RTV Foam" 2. 3-M Corporation"Fire Barrier Caulk and Putty" 3. Thomas&Betts"Flame Safe Fire Stop System" D. Installation of these products are to be in strict accordance with the manufacturer's recommendations. E. This contractor shall submit shop drawings showing approved sealing assemblies to be utilized on this project. 1.10 ELECTRICAL CONNECTIONS A. This contractor shall wire all magnetic starters, thermal protective switches, and speed changing switches furnished under the mechanical contract for all motor driven equipment and install such starters and switches and wire them to their respective motors as a part of the electrical contract. 1.11 ASBESTOS A. At no time shall any product containing asbestos be incorporated into the work. B. If asbestos materials are encountered, report to the owner. The owner will be responsible for asbestos removal. 1.12 HAZARDOUS MATERIALS A. If the contractor stores any hazardous solvents or other materials on the site, he shall obtain copies of the safety data sheets for the materials and post them at the site. He shall inform the owner and all employed of any potential exposure to this material. 1.13 ALTERNATES A. Refer to description of alternate bids under Architectural Specification Sections. Commercial Street Pump Station Waterloo, IA 26 0050 BASIC ELECTRICAL REQUIREMENTS - 3 1.14 REVIEW OF MATERIALS A. This contractor shall submit to the engineer for review ten (10) brochure copies giving a complete list of materials,fixtures, devices and panels he proposes to furnish. The brochure shall contain complete information as to the make of equipment, type, size, capacities, dimensions, and illustration. One of the returned copies shall be kept on the job at all times. B. Checking of submittal drawings by the engineer does not relieve the contractor of the responsibility for the accuracy of such drawings and for their conformity to drawings and specifications unless he notifies engineer, in writing, of such deviation at time such drawings are furnished. C. All submittals shall have the date marked on them when the contractor receives them from the supplier. Submittals shall be submitted through the contractor and shall not come direct from the supplier to the architect or engineer. D. This contractor shall mark the date and sign each set. This indicates that each of them have been checked in their entirety before submitting to the engineer. Submittals that are not dated and signed by the contractor will not be accepted or checked and will be marked"resubmit"and sent back to the contractor. 1.15 TEST OF SYSTEMS A. This contractor shall, before concealed,test all systems installed under this contract as called for in these specifications and as required by local codes. Tests shall be made in the presence of the engineer, local authorities or their duly authorized representative. Any defects discovered in testing shall be corrected and the tests repeated until all defects are eliminated. B. This contractor shall be held responsible for all damage resulting from defects in the system. C. Each individual feeder circuit shall be tested at the panel and in testing for insulation resistance to ground;the power equipment shall be connected for proper operation. In no case shall the insulation resistance to ground be less than that required by the National Electrical Code(NEC). 1.16 SCOPE OF WORK A. This contractor shall furnish all the labor and material necessary to install a complete electrical system for the new building. The system shall include all items of work as outlined in these specifications and on the drawings. B. All work shall be performed by a well-qualified, licensed electrician with a thorough knowledge of the various systems involved in this building. It shall be this contractor's responsibility to see that his employees are familiar with all the various codes and tests applicable to this work. C. All equipment shall be new and of the type specified by the engineer unless otherwise noted in • these specifications or on the drawings to remain and or be reused. D. The intent of the specifications and drawings is for complete installation of the systems outlined in the specifications and drawings so that at the conclusion of construction the system will be turned over to the owner complete and ready for safe and efficient operation. The specifications and drawings cannot deal individually with the many minute items that may be eventually required by the nature of the systems. E. This contractor is required to furnish and install all such items normally included on systems of this type,which,while not mentioned directly herein or on the drawings are obviously essential to the installation and operation of the system and which are normally furnished on quality installation of this type. Commercial Street Pump Station Waterloo, IA 26 0050 BASIC ELECTRICAL REQUIREMENTS -4 F. This contractor, before proceeding with any work,shall review the architectural drawings. Any conflict between the electrical and architectural drawings sha(lbe reported to the engineer for clarification. G. If there is a discrepancy between the drawings and the specifications or within either — document,the more stringent requirement shall be estimated unless brought to the engineer's attention and an addendum is issued for clarification. 1.17 DAILY HOUSEKEEPING AND CLEANING A. At the end of each workday,the contractor shall remove all of his debris, rubbish, tools, and surplus materials from the project work area. The work area shall be broom cleaned and left in a neat and orderly condition. The contractor shall not use the owner's waste disposal facility for the removal of debris from the project. B. At end of construction,all equipment shall be cleaned and the premises left in first class condition as far as this contractor's work is concerned. 1.18 UTILITY COMPANY A. Any fees by the utility company are to be a part of the base bid. 1.19 WALL CONTINUITY(1 HR.) A. All items mounted in 1 hr. rated walls requiring an opening larger than a 4"square(16 sq. — inches) require the 1 hr. rating not be degraded. B. Any branch panel in a 1 hr.wall will require the exterior of the recessed panel be covered with 5/8"fire rated gypsum board. This is true for any device requiring more than a 16 sq. inch opening. 1.20 TRENCHING AND BACKFILLING A. Each contractor is responsible for their own individual trenching and backfilling unless otherwise noted in the drawings or addendum. B. All underground utilities,telephone conduit, parking lot lighting,tunnels, etc shall be exactly located prior to digging. This contractor shall be held responsible for all damages caused by failure to do so. C. Any backfill shall be tamped and compacted to prevent future settling. The backfill shall be installed to a smooth and level grade and installed in accordance with local codes. D. All excess dirt shall be cleared from the area and disposed of as directed by the owner. E. Refer to architectural specification sections for additional information. 1.21 LOW VOLTAGE CABLE INSTALLATION A. This contractor is to install conduit serving low voltage cables in conduit — PART 2PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION Commercial Street Pump Station — Waterloo, IA 26 0050 BASIC ELECTRICAL REQUIREMENTS - 5 SECTION 26 0519 _y ELECTRICAL POWER CONDUCTORS AND CABLES PART 1GENERAL 1.01 SECTION INCLUDES A. Building wire. B. Wiring connectors. 1.02 REFERENCES A. NECA Standard of Installation (National Electrical Contractors Association). B. NETA ATS-Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems(International Electrical Testing Association). C. NFPA 70-National Electrical Code. D. Product Data: Provide for each cable assembly type. E. Test Reports: Indicate procedures and values obtained. F. Manufacturer's Installation Instructions: Indicate application conditions and limitations of use stipulated by product testing agency specified under Regulatory Requirements. 1.03 SUBMITTALS A. Project Record Documents: Record actual locations of components and circuits. 1.04 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience. 1.05 REGULATORY REQUIREMENTS A. Conform to NFPA 70. B. Furnish products listed and classified by Underwriters Laboratories Inc.,as suitable for the purpose specified and indicated. 1.06 PROJECT CONDITIONS A. Verify that field measurements are as indicated. B. Wire and cable routing indicated is approximate unless dimensioned. Include wire and cable lengths within 10'of length shown. 1.07 COORDINATION A. Where wire and cable destination is indicated and routing is not shown, determine exact routing and lengths required. PART 2 PRODUCTS 2.01 BUILDING WIRE A. Manufacturers: 1. Okanite 2. Bell/Hubbell#BICC 3. American Insulated Wire 4. General Cable Commercial Street Pump Station Waterloo, IA 26 0519 ELECTRICAL POWER CONDUCTORS AND CABLES - 1 5. Southwire _ 6. Engineer approved equal. B. Description: Single conductor insulated wire. C. Conductor: Copper. D. Insulation Voltage Rating: 600 volts. E. Insulation: NFPA 70, type#THHN/THWN-2. All cable installation procedures or sizing shall be based on 75 deg C temperature rating. 2.02 WIRING CONNECTORS A. Split Bolt Connectors: 1. Burndy 2. Engineer approved equal. B. Spring Wire Connectors: 1. Thomas& Betts 2. Engineer approved equal. C. Compression Connectors: 1. Burndy 2. Thomas&Betts 3. Engineer approved equal. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that interior of building has been protected from weather. B. Verify that mechanical work likely to damage wire and cable has been completed. C. Verify that raceway installation is complete and supported. 3.02 PREPARATION A. Completely and thoroughly swab raceway over 2"in size or buried below grade before installing wire. 3.03 WIRING METHODS A. Concealed Dry Interior Locations: Use only building wire,type#THHN/THWN-2 insulation in raceway. B. Exposed Dry Interior Locations: Use only building wire, type#THHN/THWN-2 insulation in raceway. C. Above Accessible Ceilings: Use only building wire,type#THHN/THWN-2 insulation in raceway. D. Wet or Damp Interior Locations: Use only building wire, type#THHN/THWN-2 insulation in raceway. E. Exterior Locations: Use only building wire,type#THHN/THWN-2 insulation, in raceway. F. Underground Installations: Use only building wire,type#THHN/THWN-2 insulation, in raceway.G. Interior Installations: Use only building wire,type#THHN/THWN-2 insulation, in raceway. H. Use wiring methods indicated. Commercial Street Pump Station Waterloo, IA 26 0519 ELECTRICAL POWER CONDUCTORS AND CABLES -2 3.04 INSTALLATION A. Route wire and cable as required meeting project conditions. B. Install cable in accordance with the NECA"Standard of Installation." C. Use stranded conductors for feeders and branch circuits larger than 10 AWG. D. Use conductor not smaller than 12 AWG for power lighting circuits. E. Use conductor not smaller than 12 AWG for control circuits. F. Use#10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 75 feet. G. Use#10 AWG conductors for 20 ampere,208/240 volt branch circuits longer than 200 feet. H. Use#10 AWG conductors for 20 ampere,277 volt branch circuits longer than 300 feet. I. Pull all conductors into raceway at same time. J. Use suitable wire pulling lubricant for building wire#4 AWG and larger. K. Protect exposed cable from damage. L. Use suitable cable fittings and connectors. M. Neatly train and lace wiring inside boxes, equipment and panel boards. N. Clean conductor surfaces before installing lugs and connectors. O. Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise. P. Use suitable reducing connectors or mechanical connector adaptors for connecting aluminum conductors to copper conductors. Q. Use split bolt connectors for copper conductor splices and taps, #6 AWG and larger. Tape non-insulated conductors and connector with electrical tape to 150% of insulation rating of conductor. R. Use solderless pressure connectors with insulating covers for copper conductor splices and taps, #8 AWG and smaller. S. Use insulated spring wire connectors with plastic caps for copper conductor splices and taps, #10 AWG and smaller. T. Identify and color code wire and cable under provisions of Specification Section 26 0553- Identification for Electrical Systems. Identify each conductor with its circuit number or other designation indicated. U. Do not multi wire branch circuits. No sharing of neutral. 3.05 FIELD QUALITY CONTROL A. Perform field inspection and testing. B. Inspect wire and cable for physical damage and proper connection. C. Measure tightness of bolted connections and compare torque measurements with manufacturer's recommended values. D. Verify continuity of each branch circuit conductor. END OF SECTION Commercial Street Pump Station Waterloo, IA 26 0519 ELECTRICAL POWER CONDUCTORS AND CABLES -3 SECTION 26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. Rod electrode and conductors. B. Mechanical connectors. C. Wire. 1.02 SUMMARY • A. Provide all labor, materials, and equipment necessary to properly install a grounding system conductor in all new branch wiring and feeder installations,which shall be in full compliance with all applicable codes as accepted by the authorities having jurisdiction. The secondary distribution system shall include a grounding conductor in all raceways in addition to the return path of the metallic conduit. B. In general, all electrical equipment(metallic conduit, motor frames, panelboards, etc.) shall be bonded together with a green insulated or bare copper system grounding conductor in accordance with specific rules of Article 250 of the NEC and local codes. The bonding conductor through the raceway system shall be continuous from main switch ground bus to panel ground bar of each panelboard,and from panel grounding bar of each panelboard to branch circuit equipment and devices. C. All raceways shall have an insulated copper system ground conductor throughout the entire length of circuit installed within conduit in strict accordance with NEC. The grounding conductor shall be included in total conduit fill determining conduit sizes, even though not included or shown on drawings. All grounding conductors that run with feeders in PVC conduit outside of building shall be bare only. D. Provide and install all grounding and bonding as required by the National Electrical Code(NEC) _ including but not limited to Article 800 of the NEC. 1.03 REFERENCES A. ANSI/NFPA 70- National Electrical Code. 1.04 PROJECT RECORD DOCUMENTS A. Submit record documents to accurately record actual locations of grounding electrodes. B. Submit test results of each ground rod. 1.05 REGULATORY REQUIREMENTS A. Conform to requirements of ANSI/NFPA 70. B. Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and shown. PART 2 PRODUCTS 2.01 ROD ELECTRODE AND CONDUCTORS A. Material: Copper-clad steel. B. Diameter: 5/8 inch. Commercial Street Pump Station Waterloo, IA 26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS - 1 E. All ground connections that are buried or in otherwise inaccessible locations, shall be welded exothermically. The weld shall provide a connection which shall not corrode or loosen and which shall be equal or larger in size than the conductors joined together. The connection shall have the same current carrying capacity as the largest conductor. F. Install ground bushings on all metal conduits entering enclosures where the continuity of grounding is broken between the conduit and enclosure (i.e. metal conduit stub-up into a motor control center enclosure or at ground bus bar). Provide an appropriately sized bond jumper from the ground bushing to the respective equipment ground bus or ground bus bar. G. Install ground bushings on all metal conduits where the continuity of grounding is broken between the conduit and the electrical distribution system (i.e. metal conduit stub-up from wall outlet box to ceiling space. Provide an appropriately sized bond jumper from the ground bushing to the respective equipment ground bus or ground bus bar. H. Each feeder metallic conduit shall be bonded at all discontinuities, including at switchboards and all sub distribution and branch circuit panels with conductors in accordance with applicable table in I'IEC 250 for parallel return with respective interior grounding conductor. I. Grounding provisions shall include double locknuts on all heavy wall conduits. J. Bond all metal parts of pole light fixtures to ground rod at base. K. Install grounding bus in all existing panelboards of remodeled areas, for connection of new grounding conductors, connected to an accepted ground point. L. Bond together reinforcing steel and metal accessories in pool and fountain structures. M. Where reinforced concrete is utilized for building grounding system,proper reinforced bonding shall be provided to secure low resistance to earth with "thermite"type devices, and#10AWG wire ties shall be provided to not less than ten full length rebars that contact the connected rebar (by Division 26 Electrical Contractor). 3.09 TESTING AND REPORTS A. Raceway Continuity: Metallic raceway system as a component of the facilities ground system shall be tested for electrical continuity. Resistance to ground throughout the system shall not exceed specified limits. B. Ground resistance measurements shall be made on each system utilized in the project. The ground resistance measurements shall include building structural steel, driven grounding system,water pipe grounding system and other accepted systems as may be applicable. Ground resistance measurements shall be made in normally dry weather, not less than 24 hours after rainfall, and with the ground under test isolated from other grounds and equipment. Resistances measured shall not exceed specified limits. C. Upon completion of testing, the testing conditions and results shall be certified by the electrical contractor and submitted to the engineer. 3.10 INTERFACE WITH OTHER PRODUCTS A. Interface with communications system installed under other specification sections. 3.11 FIELD QUALITY CONTROL A. Inspect grounding and bonding system conductors and connections for tightness and proper installation. Commercial Street Pump Station Waterloo, IA 26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS -6 • B. Use suitable test instrument with current certificate of calibration to measure resistance to ground of system. Perform testing in accordance with test instrument manufacturer's recommendations using the fall-of-potential method. END OF SECTION Commercial Street Pump Station Waterloo, IA 26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS -7 SECTION 26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. Nameplates and labels. B. Wire markers. C. Underground warning tape. D. Identification. 1.02 REFERENCES A. NFPA 70-National Electrical Code. 1.03 REGULATORY REQUIREMENTS A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories,Inc. as suitable for the purpose specified and indicated. PART 2 PRODUCTS 2.01 NAMEPLATESAND LABELS A. Nameplates: Engraved three-layer laminated plastic white letters on black background. B. Locations: 1. All electrical distribution and control equipment enclosure. 2. Communication cabinets. 3. Single mounted breaker. 4. Transformer. C. Letter Size: 1. Use 1/8"letters for identifying individual equipment and loads. 2. Use 1/4"letters for identifying grouped equipment and loads. 3. Use 1/4"letters for identifying communications cabinets, transfer switches and transformers. D. Labels: Embossed adhesive tape with 3/16"white letters on black background. Use only for identification of individual wall switches and receptacles, control device stations, and communication outlets. 2.02 WIRE MARKERS A. Description:Tape feeders to indicate phases. B. Locations: Each conductor at panelboard gutters, pull boxes,outlet and junction boxes, and each load connection. C. Legend: 1. Power and Lighting Circuits: Branch circuit or feeder number indicated. 2. Control Circuits: Control wire number indicated on schematic and interconnection diagrams. • Commercial Street Pump Station Waterloo, IA 26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS - 1 2.03 UNDERGROUND WARNING TAPE A. Manufacturers: 1. Seaton 2. Engineer approved equal. B. Description: Plastic 4"wide tape, detectable type, colored RED with suitable warning legend describing buried electrical lines and inscribed "CAUTION- ELECTRIC LINE BURIED BELOW". _. C. Location: Along length of each underground conduit. 2.04 IDENTIFICATION A. Identify All Junction Boxes With Appropriate Marker As Follows: 1. 480 Volt System: Orange (circuit name and number) 2. 208 Volt System: Black(circuit name and number) B. Write the circuit number of each device inside the device box (not ON the device cover). C. Label all outlets and switch with an adhesive label identifying panel and circuit the device is energized by. PART 3 EXECUTION 3.01 PREPARATION A. Degrease and clean surfaces to receive nameplates and labels. 3.02 INSTALLATION A. Install nameplate and label parallel to equipment lines. B. Secure nameplate to equipment front using screws. C. Secure nameplate to inside surface of door on panelboard that is recessed in finished locations. D. Identify underground conduits or wiring using one underground warning tape per trench at 3" below finished grade. END OF SECTION Commercial Street Pump Station Waterloo, IA 26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS -2 SECTION 26 2200 TRANSFORMERS PART 1 GENERAL 1.01 SECTION INCLUDES A. EE type energy efficient transformers per NEMA TP1 with primary and secondary voltages of 600V and less and capacity ratings 15kVA through 750kVA. 1.02 RELATED SECTIONS A. Specification Section 26 0526-Grounding and Bonding for Electrical Systems B. Specification Section 26 0533- Raceway and Boxes for Electrical Systems 1.03 REFERENCES A. NFPA70-NEC B. NEMA ST20 C. UL 1561 D. NEMA TP1 E. NEMA TP2 1.04 SUBMITTALS A. Product Data: Provide outline and support point dimensions of enclosures and accessories, unit weight, voltage, kVA, and impedance ratings and characteristics, tap configurations, insulation system type, and rated temperature rise. B. Suppliers asking consideration,as an approved equal shall submit complete,warranted performance data and physical dimensions for similar transformers. Data shall be submitted for each size specified, and shall be received by the consultant engineer no less than 10 days prior to the bid due date for consideration. C. Test Reports: Indicate loss data, efficiency at 25%, 50%,75% and 100% rated load, and sound level. -� D. Submit manufacturer's installation instructions. Indicate application conditions and limitations of use stipulated by product testing agency specified under Regulatory Requirements. Include instructions for storage, handling, protection,examination, preparation, and installation of product. E. Record actual locations of transformers in project record documents. 1.05 STANDARDS A. Transformers 750kVA and smaller shall be listed by Underwriters Laboratories. B. Conform to the requirements of ANSI/NFPA 70. C. Transformers are to be manufactured and tested in accordance with NEMA ST20. D. Transformers losses shall conform to NEMA TP1 requirements E. Transformers losses shall be tested in accord with NEMA TP2 procedures. Commercial Street Pump Station Waterloo, IA 26 2200 TRANSFORMERS - 1 PART2 PRODUCTS 2.01 ENERGY EFFICIENT TRANSFORMERS A. Manufacturers: 1. Square D 2. General Electric 3. Cutler-Hammer _ 4. Engineer approved equal. B. Suppliers asking consideration,as an approved equal shall submit complete,warranted performance data and physical dimensions for similar transformers. Data shall be submitted for ._._ each size specified, and shall be received by the consultant engineer no less than 10 days prior to the bid due date for consideration. C. All insulating materials are to exceed NEMA ST20 standards and be rated for 220C UL component recognized insulation system. D. Transformers 15kVA and larger shall be 150C temperature rise above 40C ambient. Transformers 25kVA and larger shall have a minimum of four-2.5%full capacity primary taps. The exact voltages and taps are to be as designated on the drawings or the transformer schedule. E. The maximum temperature of the top of the enclosure shall not exceed 50C rise above a 40C ambient. F. Transformers shall be low loss type with minimum efficiencies per NEMA TP1 when operated at 35% of full load capacity. Efficiency shall be tested in accord with NEMA TP2. SINGLE PHASE THREE PHASE kVA EFFICIENCY kVA EFFICIENCY 15 97.7% 15 97.0% 25 98.0% 30 97.5% 37.5 98.2% 45 97.7% 50 98.3% 75 98.0% 75 98.5% 112.5 98.2% 100 98.6% 150 98.3% -� 167 98.7% 225 98.5% 250 98.8% 300 98.6% 333 98.9% 500 98.7% 750 98.8% G. Transformer coils shall be of the continuous wound construction and shall be impregnated with non-hygroscopic,thermosetting varnish. H. All cores are to be constructed with low hysteresis and eddy current losses. Magnetic flux densities are to be kept well below the saturation point to prevent core overheating. Cores for transformers greater than 500 kVA shall be clamped utilizing insulated bolts through the core laminations to ensure proper pressure throughout the length of the core. The completed core and coil shall be bolted to the base of the enclosure but isolated by means of rubber vibration-absorbing mounts. There shall be no metal-to-metal contact between the core and coil —' and the enclosure except for a flexible safety ground strap. Sound isolation systems requiring the complete removal of all fastening devices will not be acceptable. Commercial Street Pump Station Waterloo, IA 26 2200 TRANSFORMERS -2 B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. 1.07 DELIVERY,STORAGE,AND HANDLING A. Deliver in 60" maximum width shipping splits, individually wrapped for protection,and mounted on shipping skids. B. Store in a clean,dry space. Maintain factory wrapping or provide an additional heavy canvas or heavy plastic cover to protect units from dirt,water,construction debris, and traffic. C. Handle in accordance with NEMA ICS 2.3. Lift only with lugs provided for the purpose. Handle carefully to avoid damage to motor control center components, enclosure, and finish. 1.08 ENVIRONMENTAL REQUIREMENTS A. Conform to NEMA ICS 2 service conditions during and after installation of motor control centers. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Square D. B. Cutler Hammer C. Siemens D. Allen Bradley E. G.E. F. Engineer approved equal. 2.02 DESCRIPTION A. Configuration: NEMA ICS 2, motor control center. B. Main Over Current Protection: Molded case circuit breaker-2500A-3 phase. C. Feeder Tap Units: Molded case thermal-magnetic circuit breakers. D. Voltage Rating: 480 volts, three phase,four-wire,60 Hertz. E. Horizontal Bus: Copper with a continuous current rating of 2,500 amperes. Include copper ground bus entire length of control center. F. Vertical Bus: Copper. G. Integrated Equipment Short Circuit Rating: 65,000 amperes rms symmetrical at 480 volts. H. Configuration:Units front mounting only, accessible from the front only. I. Enclosure: NEMA ICS 6, type#1. J. Finish: Manufacturer's standard gray enamel. 2.03 AUTOMATIC CONTROLLERS A. Magnetic Motor Controllers: NEMA ICS 2, AC general-purpose Class A magnetic controller for induction motors rated in horsepower. B. Two-Speed Controllers: Include integral time delay transition between FAST and SLOW speeds. C. Coil Operating Voltage:480 volt, 60 Hertz. Commercial Street Pump Station -- Waterloo, IA 26 2419 MOTOR CONTROL CENTERS -2 D. Overload Relay: NEMA ICS;bimetal. E. Enclosure:NEMA ICS 6, type#1. • 2.04 PRODUCT OPTIONS AND FEATURES A. Auxiliary Contacts: NEMA ICS 2, two each field convertible contacts in addition to seal-in contact. B. Cover Mounted Pilot Devices:NEMA ICS 2, standard duty type.C. Pilot Device Contacts: NEMA ICS 2, Form Z, rated A150. D. Pushbuttons: Shrouded type. E. Indicating Lights: LED type. F. Selector Switches: Rotary type. G. Relays: NEMA ICS 2. H. Control Power Transformers: 120 volt secondary, in each motor starter. Provide fused secondary and bond un-fused leg of secondary to enclosure. 2.05 DISCONNECTS A. Combination Controllers: Combine motor controllers with thermal magnetic circuit breaker disconnect in common enclosure. Obtain IEC Class 2 coordinated component protection. B. Thermal Magnetic Circuit Breakers:NEMA AB1 with integral thermal and instantaneous magnetic trip in each pole. 2.06 SOURCE QUALITY CONTROL A. Shop inspect and perform standard productions tests for each controller. B. Make completed motor control center available for inspection at manufacturer's factory prior to packaging for shipment. Notify owner at least 7 days before inspection is allowed. C. Allow witnessing of factory inspections and tests at manufacturer's test facility. Notify owner at least 7 days before inspections and tests are scheduled. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are suitable for motor control center installation. B. Verify that field measurements are as instructed by manufacturer. 3.02 PREPARATION A. Provide housekeeping pads. 3.03 INSTALLATION A. Install motor control centers in accordance with NECA"Standard of Installation." B. Tighten accessible bus connections and mechanical fasteners after placing motor control center. C. Provide fuses in fusible switches. D. Select and install heater elements in motor starters to match installed motor characteristics. E. Provide engraved plastic nameplates. Commercial Street Pump Station Waterloo, IA 26 2419 MOTOR CONTROL CENTERS -3 F. Motor Data: Neatly type label inside each motor starter door identifying motor served, nameplate horsepower,full load amperes, code letter, service factor, and voltage/phase rating. Place label in clear plastic holder. 3.04 FIELD QUALITY CONTROL A. Inspect and test in accordance with NETA ATS. B. Perform inspections and tests listed in NETA ATS. END OF SECTION Commercial Street Pump Station Waterloo, IA 26 2419 MOTOR CONTROL CENTERS -4 SECTION 26 9000 PUMP STATION CONTROLS PART 1 GENERAL 1.01 SECTION INCLUDES A. Electrical controls and instruments. B. Pump control panels. C. Backup control system. D. Cellular alarm monitoring system. E. High ambient adjustable frequency drive system. F. Pump protection devices. 1.02 SCOPE OF WORK A. The pump supplier shall be responsible for providing the motor control center, pump control panel, motor starters, variable frequency drives, sensors, and pump controls. B. The electrical contractor shall be responsible for wiring all power and control cables provided by the pump supplier. C. The electrical contractor shall be responsible for all building wire associated with the pump supplier's equipment. D. The pump supplier shall be responsible for the startup and commissioning of the pumps, pump controls, and sensors. 1.03 GUARANTEE A. The manufacturer of the control panel shall furnish a limited warranty for 18 months from the date of shipment or 12 months from start-up (whichever occurs first), that all equipment shall be free from defects in design, materials and workmanship.The manufacturer shall furnish replacement parts for any component proven defective,whether of his or other manufacturer during the warranty period,excepting only those items which are normally consumed in service, such as(but not limited to), light bulbs,oil,grease, packing, etc. 1.04 WORKMANSHIPAND EXPERIENCE A. All workmanship and materials throughout shall be of the highest quality. The controls shall be the product of a supplier who has been actively engaged in research, development and has supplied proven field installations of complete sewage pumping systems for not less than five (5) years.A list of ten (10) separate sewage pumping systems shall be provided on request. 1.05 CALIBRATION,ADJUSTMENT AND TESTING A. Devices requiring field calibration shall be calibrated in presence of Owner's representative and documented. 1.06 INSTALLATION AND START-UP A. Supplier shall provide skilled programmer/instrumentation engineer or technician who shall complete troubleshooting and start-up to place entire system into satisfactory operation; engineer or technician shall make necessary inspection of completed installation, make necessary final field adjustments and make program revisions as required for start-up. Demonstrate proper operation of all system features and functions to Owner and Engineer. Coordinate installation and start-up scheduling with Owner and Engineer. Commercial Street Pump Station _ Waterloo, IA 26 9000 PUMP STATION CONTROLS - 1 PART 2 PRODUCTS 2.01 ELECTRICAL CONTROLS AND INSTRUMENTATION A. In accordance with the plans and specifications,provide a complete working control system including all required equipment,accessories,wiring and adjusting as indicated in the project specifications, on the project plan, and installed in accordance with applicable National, State and Local Codes. B. All electrical controls including adjustable frequency drives and pump control panel shall be furnished by the pump supplier to provide a single source of responsibility C. All materials used and work performed under this section shall comply with rules and regulations _ of the latest edition of the State Electrical Code and local ordinances. D. As specified elsewhere within this Division and in accord with the Contract Documents, shop drawings and materials lists shall be submitted for equipment listed under this section. E. It will be the responsibility of the contractor to protect and maintain all materials and work furnished and installed under this section until acceptance. F. The base bid pump controls manufacturer shall be Starnet Technologies,Inc. or pre-approved equal. Alternate manufacturers desiring pre-approval shall submit complete drawings and data showing compliance with all specification requirements at least three weeks prior to bid date. Manufacturers pre-approved as equal will be listed by addendum prior to bid date. 2.02 PUMP CONTROL PANEL(PCP) A. Furnish and install a completely prewired automatic control panel for pump control and alarming. The new panel shall be provided as an integral section to the motor control center with all MCC unit interconnections factory wired and tested. PCP shall be UL listed for use with circuits from Class 1, Division 1 hazardous locations. PCP shall be labeled per latest NEC and UL requirements regarding SCCR. Supplier shall provide short-circuit calculations stamped by a licensed Professional Engineer proving that the SSCR rating provided is adequate for the intended purpose. B. Devices included in the PCP shall include but not be limited to: 1. New primary control PLC. This PLC shall consist of an Allen-Bradley Compact Logix PLC including base unit, processor, real-time clock, I/O cards, expansion I/O cables adequate for all connected I/O plus 10% minimum spares for each I/O type. 2. Separate circuit breakers for primary and backup controls. 3. TVSS surge protection 4. Phoenix-Contact miniature relays for isolation of all discrete inputs and outputs. 5. Phoenix-Contact isolators for all analog inputs and outputs. —� 6. Labeled interconnection and field wiring terminal strips. 7. ISR relays and IS isolators for all float and transducer connections. 8. Backup Pump Controller PLC,Separate and independent of primary PLC with LCD/Display, Keypad,and Time Clock with expansion I/O cards as required. 9. DC UPS system wired to backup primary controller and wet well level transducer, and related devices. 10. Omni-Site Cellular Alarm Dialer C. Front of PCP shall include but not be limited to: Commercial Street Pump Station Waterloo, IA 26 9000 PUMP STATION CONTROLS -2 1. New primary control touchscreen. This touchscreen shall consist of an Allen-Bradley Panelview Plus 12"TFT with 64K Ram and 64K Flash Memory or C-H Panelmate equivalent. Touchscreen shall include Windows CE or Embedded XP operating system to allow viewing of security camera video on touchscreen in addition to PLC interface functions. 2. On/Off/Auto switch for each pump. 3. Reset Pushbutton for each pump. 4. Run and Fail Indicators for each pump. 5. Elapsed time meter for each pump. 6. Level Alarm Reset pushbutton 7. Backup Mode On/Off/Auto selector switch 8. Backup Active Indicator 9. Backup Mode Reset Pushbutton 10. High Alarm Indicator for wet well 11. Low Alarm Indicator for wet well D. The PCP/MCC shall be factory tested together and these tests shall be witnessed by the owner prior to shipment. E. Field Devices to be connected to the new control system shall include but not be limited to: 1. Submersible Transducer 2. Suspended 10-point liquid level probe 3. All other floats, transducers, limit switches, beacons, horns, entry alarm switches and other devices as shown on the plans. F. The pump level control/alarm system shall be connected to the level sensors through intrinsically safe module or relays. G. Control panel terminal blocks shall be provided and labeled to interface with audible alarm, external visual alarm, flasher for visual alarm, power monitor,pump monitors, and pump motor starters. H. All legend plates/name plates and equipment designations shall be engraved type. I. All terminal blocks shall be identified by both number and graphic symbols, which clearly indicate the purpose of each terminal block. J. The control system shall provide total automatic control for the three storm water pumps and one jockey pump. K. Programming and Sequence of Operations: The pumps shall be controlled as described below: 1. The wet well shall be monitored by a submersible transducer installed in a stilling pipe, and a cable suspended 10-position level probe. 2. Each pump shall have a hand-off-auto selector switch. 3. A means shall be provided to simulate activation of the control points and alarms at the pump control panel. 4. The pump controller shall provide fully automated pump control despite failure in an individual pump, or manual selection of an OFF status. Alternation shall continue in the programmed sequence with the next pump in sequence replacing the failed or off pump. 5. After power failure, delay shall precede the sequential start of the pump cycle with no two (2)pumps starting within 30 seconds of each other. 6. Jockey pump shall operate as the first stage,for low flow rates. This pump shall operate variable speed on a proportional control band at the lower range of useable wet well level. The jockey pump shall shut down when any of the storm water pumps run. The jockey pump shall also be equipped with a 3-contactor full-voltage bypass function. 7. When flow rates exceed capacity of the jockey pump, the three storm water pumps shall Commercial Street Pump Station Waterloo, IA 26 9000 PUMP STATION CONTROLS -3 operate in a first-on first-off triplex alternation mode. The touchscreen interface shall allow operator to over-ride alternation and select a preferred pump selection sequence. The large pumps shall operate variable speed on a proportional control band at the mid to upper range of useable wet well level. 8. Pump Alternation Capability: The control system shall have the ability to automatically alternate pump outputs or select a fixed lead-lag pattern to accommodate user requirements. The system shall be field programmable to allocate pumps into separate groups and thereby select alternation patterns between groups of pumps. Any group of pumps can be set to alternate automatically or operate in a fixed lead arrangement. The control system shall be capable of alternating some or all of the pumps. 9. Time Delay Functions: The control system shall provide the following time delay functions _ for pump activation and deactivation: 10. Pump Start and Stop: The control system shall provide programmable activation and deactivation delays that are selectable from the touchscren. These delay settings can be used for pump starting and stopping in a user selected arrangement. 11. Interpump Delays: A programmable interpump delay shall be provided for non-coincidental starting or stopping of pumps which will allow for a smooth transition of pump activation and deactivation without harmful cycling. 12. Maximum Pump Off Time: The control system shall be capable of automatically activating a pump if a programmable maximum pump off time is reached. This function will allow a pump to be exercised for maintenance or other reasons. If a pump is activated using maximum off time, the pump will run as long as there is sufficient liquid level to allow for pump activation. When the liquid level reaches the off point,the pump will be deactivated. 13. Maximum Pump On Time: The control unit shall be capable of turning a pump off when it is running and thereby force the running cycle to sequence between other pumps if desired. This function is useful in applications where there is not sufficient level change to cycle multiple pumps properly. L. Touchscreen Functions: A user friendly graphical interface shall be provided on the touchscreen allowing changing of setpoints, viewing all statuses and alarms, event logs, and trends. Touchscreen indicators shall include but not be limited to: 1. Pump running 2. Pump is in the HAND position. 3. Pump is in the OFF position. 4. Pump is in the AUTOMATIC position 5. Pump is available to run 6. Pump fault(Auto Reset) 7. Pump lockout(Manual Reset) 8. Motor overtemp(thermal)fault 9. Motor seal failure fault 10. Pump alternation active indicator 11. Alternation sequence indicator 12. Miscellaneous programming indicators 13. Status Event Log 14. Alarm Event Log 15. Level Trends 16. Pump Run Trends 17. Pump Start/Stop Setpoints: The pump activation and deactivation points for each pump shall be user selectable from the touchscreen. 18. Pump Alternation: All lead select and pump alternation settings shall be programmable from the touchscreen. 19. Security Functions: The control system shall provide security access to setpoint and control functions. Commercial Street Pump Station Waterloo, IA 26 9000 PUMP STATION CONTROLS -4 20. Pump Monitoring Functions: The PLC system shall communicate with pump MAS units via isolate RS485 Modbus RTU protocol. The system shall monitor and display the following signals from each Storm Water Pump MAS Unit: a. Three(3)thermal switches embedded in the stator windings • b. One(1)RTD sensor in the stator windings c. One(1) RTD sensor on the pump main bearing d. One(1)moisture leakage sensor in pump stator housing e. One(1)moisture leakage sensor in pump connection housing f. One(1)temperature sensor in pump connection housing g. Monitoring of pump current in one(1)phase 2.03 BACK UP CONTROL SYSTEM A. Furnish and install a completely automatic backup control system. The backup control system shall be provided integral section to the PCP with all interconnections factory wired and tested. Backup system shall be UL listed for use with circuits from Class 1, Division 1 hazardous locations. B. Devices included in the backup system shall include but not be limited to: -� 1. Backup controller. 2. Liquid level probe. 3. Intrinsic safe barrier. 4. Level indicator. 5. Primary/Backup/Auto selector switch. 6. Power on indicator. 7. Output indicators. 8. High level alarm indicator. C. The backup controller shall consist of a microPLC wired independently of the main level control system. The controller shall include: — 1. Alternation. 2. Lag pump time delays. 3. Variable speed control based on multiple discrete level inputs. D. The Liquid Level Probe shall be a Conductive Level Sensing Device(Probe) designed to detect conductive liquid level in tanks or sumps and interface with an electronic pump controller for control and management in multiple pump applications. Prove shall include the following features: 1. The level sensing probe shall be constructed from uPVC 32mm tubing with molded sensor units at regular intervals along the length of the probe. Each sensor unit assembly will contain two Avesta SM0254 stainless steel sensors mounted opposite to each other within the sensor unit assembly. Each Avesta sensor will be 24mm long and 2mm wide. Each sensor unit assembly will be PVC injected to seal the unit and prevent any moisture from entering the sensor assembly. Each sensor unit assembly shall have a metallic electrical — connection tab protruding out from the sealed sensor unit to allow for conductor connections. 2. Each sensor unit shall be individually connected to a numbered, PVC insulated .75mm conductor which is part of a multi-conductor cable entering the level sensing probe. Each -- sensor unit containing two Avesta sensors on a multi-sensor probe will be rotated 90 degrees horizontally from the previous sensor along the probe length to eliminate tracking between sensors. The level sensing probe shall be pressure injected with an epoxy resin at final assembly to encapsulate all internal components and connections, thereby creating a rigid, sealed, homogeneous unit. 3. The flexible cable used for the Level Sensing Probe shall be comprised of PVC/PVC multi-conductor construction with a common over-sheath that is water and oil resistant. — Commercial Street Pump Station — Waterloo, IA 26 9000 PUMP STATION CONTROLS -5 The multi-conductor cable will be identified with numbering and text along the entire length of the outer sheath at required intervals. Individual conductors of the multi-conductor cable shall be numbered and colored light blue for easy identification and connection to the pump controls. The cable shall be secured to the top of the probe body by a synthetic rubber compression fitting for strain relief. The flexible cable shall be rated to physically support the combined weight of the level sensing probe and any suspended cable connected to the probe. 4. The probe shall be located in either a turbulent(preferred)or non-turbulent area of a tank or sump, suspended on it's own cable and connected to a 6mm stainless steel hook. The stainless steel hook(provided as part of a mounting kit)would hang from a 30mm stainless steel angle bracket assembly. The angle bracket assembly shall be mounted at the entrance to the tank or sump with and approved anchoring method.The angle bracket assembly shall contain a polyurethane squeegee pad that has a 30mm hole and slot for the purpose of cleaning the level sensing probe at desired maintenance intervals. y. E. The Intrinsic Safe Barrier(Multitrode MTISB-10)shall be designed for use with the Liquid Level Probe and shall include the following features: 1. The intrinsically safe barrier shall provide 10 channels. 2. The device shall be panel mounted and designed to protect a multi-sensored conductive probe. The barrier shall be certified intrinsically safe for use with Multitrode equipment in installations up to and including Class 1 Zone O.The intrinsically safe barrier shall have screw terminals for wire connections. 3. The intrinsically safe barrier shall be protected and current limited according to the requirements of UL Class I (Groups A, B, C &D), Class II (Groups E, F, & G) and Class III certification. The intrinsically safe barrier shall allow for a maximum short circuit current of 10 ma. F. The Level Indicator(Multitrode MTIC) shall be designed for use with the Liquid Level Probe and shall include the following features: 1. Ten-segment level indication. 2. 10 programmable N/O or N/C outputs. 3. Visual indication of set points. 4. Four sensitivities. -- 5. Four activation delays. 6. 4-20mA and 0-10V DC outputs. 7. Panel mounted. 8. Power On indication. G. The backup system shall provide back up as required when primary level control Malfunctions. H. The backup level controller shall be locked in until manually re-set. An alarm contact shall also be provided indicating back-up system is in operation. I. The backup controller shall use the ten discrete sensor levels to provide variable speed operation with multiple fixed preset speeds. 2.04 CELLULAR ALARM MONITORING SYSTEM A. Provide a cellular alarm monitoring system integral to the PCP for storm water station monitoring and analysis.The complete system provides the following standard calculations, presented in a user-friendly graphical format,to be overlayed onto the client's existing, private web-pages.The bid package price will include two years of prepaid cellular service in the bid price that includes the following storm water station daily reports and alarm notifications. B. Features of the alarm system shall include: 1. indication of Cellular signal strength 2. Alarm notification using e-mail,pager,or voice call Commercial Street Pump Station -- Waterloo, IA 26 9000 PUMP STATION CONTROLS -6 3. Historical log showing all alarm history 4. Web-based graphs of historical data that can also be exported to Microsoft Word or Excel programs 5. Crew on-site notification intelligent key reader 6. Can be completely, programmed,setup viewed,monitored, adjusted from anywhere in the world using a web browser and appropriate password. 7. Upon Alarm condition:facilitates the compilation and transmission of alarm information to commercially available voice pagers. 8. Upon Alarm condition:facilitate the compilation and transmission of alarm information over standard telephone lines to residential or commercial sites, or cellular phones, provide for verbalization of alarm information and allow for the password secured remote -- acknowledgment of such alarms. 9. Allows for Voice Dial-in Connection via telephone line to facilitate the Acknowledgment of active alarms. 10. Allows for Voice Dial-in Connection via telephone line to facilitate the inquiry of and the alteration of values of digital tags. 11. Both Voice Dial-in and Voice Dial-out access modes shall be protected by mandatory redundant password entry system. 12. Supplies the ability of text-to-speech conversion of typed-in alarm messages so that sound files do not have to be manually recorded.This saves much time and programming complexity. Systems that do not employ advanced text-to-speech conversion will not be considered. 13. Allows for the configuration and maintenance of a set of"global"voice data files used in the construction of voice output messages. 14. Allows for the creation and maintenance of a "phone book"of destinations for alarm transmissions. The quantity of eligibility entries in the phone book shall be unlimited. 15. Allows for selection of recipient list for alarm transmissions along with recipient priority determination. 16. Allows for creation of user configurable delays prior to commencement of alarm transmissions. 17. Allows for user selection of"single pass"or"continuous loop" modes through recipient list until alarms are acknowledged. 18. Allows for user enable/disable of: data logging to disk file, automatic acknowledgment upon return to normal of alarm condition, mandatory user acknowledgment of alarms. 19. Provides Digital Alarm handling and allows a textual description field and voice verbalization files for each Digital Alarm. Standard alarm acknowledgment requires personal involvement. Each alarm can be selected to"acknowledge upon return to normal state", or allow for automatic acknowledgment of any alarm generated 20. Capable of displaying on screen, current alarm status and alarm history status of a -- minimum of 65,000 simultaneous alarm tags. 21. Allows for manual transmission of user entered alphanumeric or numeric pages by selection of destination from the phone book and message entry. 22. Shall be capable of maintaining a group by group activity log which may capture:Any alarms that may occur(along with user configurable time and date stamp), any return to normal transactions, any alphanumeric or numeric pages, any voice dial-outs, and any voice-dial-ins(including who has accessed the system and who has acknowledged alarms). C. The following I/O shall be pre-wired and configured: 1. Power Failure, Power Restore 2. Low battery alarm 3. Wet Well HWL Alarm Transducer 4. Wet Well HWL Float Switch 5. Building Intrusion alarm 6. Pump#1 Warning Commercial Street Pump Station Waterloo, IA 26 9000 PUMP STATION CONTROLS -7 7. Pump#2 Warning 8. Pump#3 Warning 9. Pump#1 Alarm 10. Pump#2 Alarm 11. Pump#3 Alarm 12. Pump#1 Run 13. Pump#2 Run 14. Pump#3 Run 15. Jockey Pump-Seal Failure 16. Jockey Pump-Over Temp 17. Jockey Pump- Run 18. Backup Control Mode ACTIVE D. The controller shall accept universal DI configurable to monitor dry contacts or any voltage range between 12VDCNAC to 120 VACNDC or to act as pulse counters, rain gauge input,and crew on-site intelligent key reader input in its base form. It shall have Phoenix type removable terminal blocks. E. The alarm unit shall include the following devices: 1. Gell Cell Battery: On-board 12VDC, 800mAH gell cell battery provides backup for up to 24 hours in the event of power loss. Battery is automatically recharged using temperature compensated floating battery charging circuit. 2. LCD display:(16 character X 2 line)Liquid Crystal display is viewable in very bright sunlight or total darkness or very high or low temperatures.This high visibility operator display is used to configure and monitor variables and eliminates the need for programming devices such as laptop computers. Includes built-in screen saver that continuously scrolls values of all inputs and calculations for easy viewing 3. SD Memory card slot: Trend log data from connected variables can be stored on the memory stick for later retrieval. Memory stick used for updates to the RTU operating system eliminating the need for field laptop computers to repair operating program errors. 4. Intelligent key reader: Intelligent key reader identifies operator on site and logs who visited site, took equipment out of service, etc. Keys can be reprogrammed by the RTU key reader on site, eliminating the need to contact the factory for key re-programming.One RTU key included with each RTU. F. A regulated 12 VDC power supply shall be provided for the radios and other monitoring system components as required. The power supply shall include a terminal block for incoming AC, output DC and ground connections. The power supply shall be powered from a 120 VAC and include tapered charge type battery charging circuitry to maximize battery life. The power supply shall be rated at minimum of 2.0A @ 12 VDC. G. The power supply system shall include (1) 12 Volt battery sized to allow for 24 hours continued system operation during a power outage. H. The Systems supplier shall be responsible for installation, set-up,adjustment and tuning of the antenna to provide optimal communications for the system. I. The antenna installation shall be external to the enclosure and shall be outdoors. J. The systems supplier shall utilize the built-in Radio Frequency signal meter during antenna installation to ensure that the antenna is installed for optimum signal reception. Commercial Street Pump Station Waterloo, IA 26 9000 PUMP STATION CONTROLS -8 2.05 HIGH AMBIENT ADJUSTABLE FREQUENCY DRIVE SYSTEMS(AFDS) A. For each pump provide a completely prewired adjustable frequency drive system designed to operate in an ambient room temperature of 45 Degree C (113 Degree Fahrenheit). All of the internal components within each AFDS enclosure shall be designed for operation up to 50 Deg C. and the enclosure ventilation shall be adequate to assure that ambient within the enclosure does not rise more than 5 Deg C above ambient room temperature under full load conditions. Each AFD System shall be UL508A listed. Each AFDS shall be labeled per latest NEC and UL requirements regarding SCCR. Supplier shall provide short-circuit calculations stamped by a licensed Professional Engineer proving that the SSCR rating is adequate for the intended purpose. B. Minimum Specification for the (4)AFDS's shall be: 1. Voltage:480 Volt 3-Phase 2. Output Current:Pump FLA Continuous 3. Ambient Temperature Rating: 45 Deg C Minimum-NOTE THAT 40 DEG C RATED ENCLOSED DRIVE SYSTEMS WILL NOT BE ACCEPTED. Manufacturer must provide engineering data and calculations demonstrating that the internal cabinet temperature will not rise more than 5 Deg C above room temperature. 4. Harmonics:5%Maximum Current Harmonics. AFDS manufacturer shall provide calculations demonstrating that the drives will meet this requirement. Additionally,supplier must test and demonstrate that this requirement is met at startup by use of a calibrated digital oscilloscope equipped for harmonic analysis. 5. Ventilation: Forced air ventilation fans shall be top mounted on the AFDS cabinets so as to direct heat upward and minimize arc-flash hazard. C. Devices included in each AFDS shall include but not be limited to: 1. Harmonic Filter- Passive type including thermally protected reactors and contactor staged capacitors controlled to prevent leading power factor when AFDS is operating at reduced speed. Filter must be rated 50 Degree C at full load conditions. 2. Chassis mounted High Ambient Adjustable Frequency Drive suitable for 50 Degree C operation at full load. 3. Load Reactor-5%for motor dV/dT protection, sized properly to allow operation at 50 Deg C temperature. 4. MAS Unit with power supply and RS485 Isolator 5. Top mounted ventilation fans 6. Labeled interconnection and field wiring terminal strips. D. Front of each AFDS shall include but not be limited to: 1. AFD Keypad 2. Power On Indicator _ 3. MAS Unit Keypad 4. System Ready Indicator E. Chassis Mounted Drive used in AFDS shall comply with the following: 1. IEEE 519-1992: Guide for harmonic content and control 2. Underwriters Laboratories (UL508C: Power Conversion Equipment) 3. National Electrical Manufacturer's Association (NEMA) 4. ICS 7.0: Industrial Controls&Systems for AFD. 5. IEC 61800-2 and-3. EN 50082-1 and-2 6. The AFD shall be rated for 480 VAC. The AFD shall provide microprocessor-based control for three-phase induction motors. The controller's full load output current rating shall be based on 50°C ambient and 2 kHz switching frequency. 7. The AFD shall be of the Pulse Width Modulated(PWM) design converting the utility input voltage and frequency to a variable voltage and frequency output via a two-step operation. Commercial Street Pump Station Waterloo, IA 26 9000 PUMP STATION CONTROLS - 9 The Contractor shall coordinate the work under this contract with contractors performing work under other contracts which may be performed concurrently, and particularly with the Contractor performing work on the F.Y. 2008 West Commercial St. Extension, River Road Relocation, and Storm Water Pump Station, City of Waterloo Contract No. 720, which will be installing the Pumps, Controls and appurtenant items provided as equipment under this Contract No. 750. The Contractor shall commence work within ten(10) days after receipt of the "Notice to Proceed" and diligently execute the work of the contract to completion. 7. 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. GENERAL SPECIAL PROVISIONS CONTRACT NO.750 Page 3 of 3 SPECIAL PROVISIONS 1. LIQUIDATED DAMAGES Time is an essential element of this contract. It is important that the work be diligently pursued to completion. If the equipment is not delivered to and unloaded at the project site within the specified contract period,plus authorized extensions, the Contractor shall pay to the City Liquidated Damages in the amount of$2000.00 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 calendar days, including Saturdays, Sundays and all holidays. 2. 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. 3. SUBMERSIBLE PUMPING STATION, PUMPS AND APPURTENANCES 3.01 GENERAL A. The pumps, adjustable frequency drives (AFD'S), controls, discharge connection elbows, guide rails, lifting chains, access covers, anchoring bolts and devices, water level sensing and signaling equipment, pump power cable wiring,pump control cable and pump operating equipment is being bid separately from the installation of said equipment. These bids are further separated by a Base Bid and Alternate Bids 1 and 2. Additional Bids will be received for Alternates 3 and 4 in the Construction Contract that will not involve storm .. water pumping station equipment. All pumps, controls and other pumping station equipment, as described herein, shall be provided by the same pump manufacturer's representative. _ The bid for this equipment shall include all equipment necessary to provide a complete, fully functioning pumping system for the various Base and Alternate Bids. The equipment -- bid does not include equipment for lighting,heating or ventilating the control building or for bringing electrical power to the building from MidAmerican Energy Co. The equipment supplier shall work with the Construction Contractor for City Contract No. 720 by providing the Construction Contractor with installation instructions and supervision during installation of equipment he/she provides for this project and for the installation of — piping, wiring, conduits, special concrete floor shaping and appurtenant items not provided as part of the equipment contract. This Contract No. 750 shall also include start-up services after equipment installation to verify that the equipment has been installed properly and is operating properly. SPECIAL PROVISIONS CONTRACT NO.750 Page 1 of 4 a. The pump station has been designed to include one (1) 6,000 gpm submersible non-clog pump with a TDH of 41.6 feet (32.6 feet static head) for small storm water flows and three(3) large submersible,-non-clog pumps of identical size, type, flow and TDH that will be capable of pumping a combined stormwater flow of 63,000 gpm when all three(3)pumps are pumping at the same time (excluding the one (1)-6,000 gpm pump). Said three (3) large pumps shall also be capable of operating satisfactorily singularly and as duplex pumps within their respective and combined published pump curves for the static and total heads to be experienced with the valving and piping shown on the plans from the pumps through the force main to the outlet. The calculated flow and head requirements for these pumps are as follows: Pumps "On" Total Flow Individual Static TDH Together gpm Pump Flow Head gpm Ft Ft 1 27,000 27,000 30 58 2 48,000 24,000 30 67 3 63,000 21,000 30 76 The following describes what is to be included in the Base Bid and Alternate Bids 1 and 2. 1. Base Bid. The Base Bid includes all access doors and covers for all four(4)pumps, all discharge elbows for all four(4)pumps and all liquid level sensing and signaling equipment for all four(4)pumps. The Base Bid also includes one (1) small pump (Pump No. 1 in the Plans) and one(1) large pump (Pump No. 2 in the Plans) and the complete operating system for these pumps, including the adjustable frequency drive(AFD) for Pump No. 2 and all other equipment necessary to provide a complete,properly functioning pumping system for pumps 1 and 2. 2. Alternate No. 1 Bid. The Alternate No. 1 Bid includes one(1) additional large pump (pump No. 3 in the Plans) and the necessary additions to the operating system to operate this pump with Pumps 1 and 2, including one (1) additional adjustable frequency(AFD) and all other equipment necessary to provide a complete,properly functioning pumping system for pumps 1, 2 and 3. _ 3. Alternate No. 2 Bid. The Alternate No. 2 Bid includes two (2) additional large pumps (Pumps 3 and 4 in the Plans) and the necessary additions to the operating system to operate Pumps 1,2,3 and 4, including two (2) additional adjustable _ frequency drives (AFD's) and all other equipment necessary to provide a complete, properly functioning pumping system for pumps 1,2,3 and 4. 3.02 SUBMERSIBLE PUMPS A. The pumping systems shall include submersible non-clog waste water pumps equipped with submersible electric motors as provides by Flygt, KSB or approved equal. The system shall include the number and size of pumps described herein, the Construction Plans and Specification Section 11216. Pump discharge connection elbows, mounting equipment, guide rails with bottom, top and intermediate supports as required for proper support, access covers and appurtenant items shall also be provided. SPECIAL PROVISIONS CONTRACT NO.750 Page 2 of 4 B. The pump manufacturer shall verify that the pumps it is providing will function properly with the designed structure,piping and outlet forcemain for the operating flows specified and the static and dynamic head conditions the pumping system will encounter for Pump No. 1 operating singularly and all combinations of Pump No's 2, 3, and 4 operating — singularly and together as one, two and three pumps operating at the same time as simplex, duplex and triplex systems. C. The pumps shall be provided with sufficient submersible power and control cable suitable for submersible pump applications to efficiently install, remove and re-install each pump, without need for personnel to enter the wet well. The power cable shall be sized according to NEC and ICEA standards and shall meet P-MSHA approval. 3.03 PUMP CONTROLS A. The pump control equipment shall be provided by the manufacturer's representative supplying the pumps. The pump control equipment shall be a completely integrated automatic control and monitoring system consisting of the required automation and alarm monitoring equipment in a factory wired and tested assembly. The automatic control and alarm/monitoring system components shall be standard, catalogued, stocked products of the system manufacturer supplier to assure one source responsibility, immediately available replacement parts,proper system interconnections and reliable long term operation. B. All equipment and materials shall be subject to the Engineer's review and shall not be purchased or manufactured until the review is complete. C. The supplier shall prepare detailed design information,procure, configure, install, start-up,make ready for use, the complete instrumentation's systems as indicated on the plans and in each of the specifications. The specifications and drawings include descriptions of functional operation and performance, as well as standards,but do not necessarily enumerate detailed specifications for all components and devices that are essential for system operation. However, all components and devices shall be furnished and installed as required to provide complete and operable systems for accomplishing the functions and meeting the performance set forth herein. D. Qualified Personnel to supervise the installation of all equipment provided under this — contract and for start-up and testing of said equipment shall be provided under this Contract No. 750. E. The motor control center and all other control devices and cabinets shall be designed and provided such that if only the base bid is initially accepted by the City, the motor control center and all other control devices may be modified in the future to include Pump Nos. 3 — and 4 within the building without disrupting the operation of Pump Nos. 1 and 2, and without major modifications to the controls and other equipment provided under the Base Bid. — SPECIAL PROVISIONS CON TRACT NO.750 Page 3 of 4 3.04 ACCESS COVERS A. The access covers shall be double leaf, angle frame, aluminum access frames and covers of the sizes noted in the Construction Plans, and described herein and on said Plans. Door panels shall be 'A"thick, mill finish, aluminum frame incorporating a continuous concrete anchor. Door panels shall be inch(7 mm) aluminum diamond plate, reinforced to withstand a live load of 300 lbs. psf(1464 kg. psm), Uniform live load with a maximum allowable deflection of 1/150 of the span. Doors shall open to 90 degrees and automatically lock with T-316 stainless steel hold open arms with aluminum release handles and shall include stainless steel compression springs for easy door operation. Doors shall close flush with the frame. Hinges and all fastening hardware shall be T-316 — stainless steel. Unit shall lock with a non-corrosive locking bar and have a non-corrosive handle. Unit shall carry a lifetime guarantee against defects in material and/or workmanship. All hinges,bolts, washer, etc. shall be T-316 stainless steel. All areas of the frames to be in direct contact with concrete shall be painted with bituminous coating. All access covers to be provided with safety grates painted with safety orange powder coat. All four(4) access covers are to be provided under this Contract No. 750 under the Base Bid. SPECIAL PROVISIONS CONTRACT NO.750 Page 4 of 4 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. CITY ENGINEER. The City Engineer of Waterloo, Iowa, or his authorized representative. 4. ENGINEER. Wayne Claassen Engineering and Surveying, Inc. 5. INSPECTOR. The authorized representative of the Engineer, assigned to the detailed inspection of the work or materials therefore and to such other duties as may be delegated to him in these specifications. _ 6. CONTRACTOR. The Party of the Second Part in the accompanying contract for the improvement covered by these specifications, or his authorized representative. 7. 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. 8. BIDDER. Any individual, firm, or corporation submitting a proposal for all or a part of the work provided for in these specifications. 9. 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. 10. SURETY. The corporate body bound with and for the Contractor for the acceptable performance of the contract. 11. PROPOSAL. The written Proposal, submitted by the bidder in the prescribed manner and on the standard form, for the improvements covered by these specifications. GENERAL SPECIFICATIONS Page 1 of 16 12. 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. 13. 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. 14. CONTRACT. The agreement entered into between the City and the Contractor, setting forth the terms under which the work covered by the plans and specifications is to be performed. The contract includes all conditions, definitions, and instructions set forth in the official publications relating to the work, the official contract and specifications, the Proposal, official plans, and all supplemental agreements entered into by the parties to the contract. 15. 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. 16. INSTRUCTIONS TO BIDDERS. The clauses setting forth in detail the information relative to the proposed work and requirements for the submission of Proposals. 17. 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. 18. 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. 19. 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. 20. 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. 21. A.S.T.M. Abbreviation for American Society for Testing Materials. 22. 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. 23. TIME. All time limits stated in the contract documents are of the essence in the contract. GENERAL SPECIFICATIONS Page 2 of 16 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 T drawings and specifications reasonably necessary for the execution of the work. The Contractor shall keep one(1) copy of all drawings and specifications on the work available to the Engineer and to his representatives. 3. CONTRACTOR'S UNDERSTANDING. It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature, character and location of the work, the conformance to the ground, the character, quality, and quantity of the materials to be encountered, the character of the equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can, in any way, affect the work under this contract. No verbal agreement or conversation with any officer, agent, or employee of the City, either before or after the execution of the Contract, shall affect or modify any of the terms or obligations herein contained. 4. REPORTING ERRORS AND DISCREPANCIES. If the Contractor, in the — course of the work, fords 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. GENERAL SPECIFICATIONS Page 3 of 16 7. INCREASED OR DECREASED QUANTITIES. The right is reserved without impairing the contract, to order the performance of such work of a class not contemplated in the Proposal or to increase or decrease the quantities as may be considered necessary to complete fully and satisfactorily the work included in the contract. However,when the work is completed without change in the plans, and the measured quantity of any item of work varies by more than twenty percent(20%) from the estimated quantity specified in the contract, an adjustment in price may be made for such item of work by agreement between the Engineer and the Contractor, subject to the approval of the City Council. Either party to the contract may request such an adjustment. 8. LANDS AND RIGHT OF WAY. The City shall provide the lands upon which the work under this contract is to be done, except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his material, together with the right of access to same. — 9. CITY WATER. The Contractor shall be allowed to use City Water but before any water is used, he shall make application to the Engineer, who will provide and install suitable meters and supply the Contractor's representative with suitable hydrant wrenches when the use of hydrants is necessary. The Contractor shall designate one of his employees who shall be responsible for operating the hydrants used by the Contractor. The employee so designated shall be under the direct supervision of the Engineer, and no other employee may operate any hydrant or valve without the written permission of the Engineer. The meters shall not be moved by the Contractor,but will be moved by City employees as directed by the Contractor. The water used will be charged to the Contractor at the rate of twenty(20) cents per 1,000 gallons. 10. RIGHTS OF VARIOUS INTERESTS. Whenever work being done by the City's forces or by other Contractors is contiguous to work covered by this contract, the respective rights of the various interests involved shall be established by the Engineer to secure the completion of the various portions of the work in general harmony. 11. CLOSING STREETS TO TRAFFIC. The Engineer shall be the judge of how many streets or parts of streets it is necessary for the Contractor to close at any time and may refuse to permit the closing of additional streets until such of the work is finished and opened to traffic as he may direct. 12. OBSTRUCTION OF STREETS. The work is to be carried on in such manner as to obstruct the streets,highways, and alleys as little as possible. The Contractor shall carry on the different parts of the work so as to complete the whole, as nearly as practicable, at the same time. In doing the work, the Contractor shall follow the directions of the Engineer as to the place or places where work shall be started or be carried on and the direction in which it shall be done. 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. GENERAL SPECIFICATIONS Page 4 of 16 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 Page 5 of 16 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 be necessary to insure the proper execution of the Contract. He shall also have authority to reject any work and/or materials which do not conform to the specifications, to direct the application of forces to any portion of the work as, in his judgment,is required, and to order the force increased or diminished, and to decide questions which arise in the execution of the work. 4. ENGINEER'S DECISIONS. The Engineer shall, within a reasonable time, make decisions on all claims of the Contractor and on all other matters relating to the execution and progress of the work or the interpretation of the contract documents. All such decisions of the Engineer shall be final except as to the element of time and financial consideration involved, which, if no agreement in regard thereto is reached, shall be subject to arbitration. 5. STAKES AND INSTRUCTIONS. The Contractor shall provide reasonable and necessary opportunities and facilities for setting stakes and making measurements. The Contractor shall not furnish stakes or men to set them. He shall not proceed until he has received from the Engineer such stakes and instructions as may be necessary to the progress of the work. The Contractor shall carefully preserve bench marks, reference points, and stakes, and in case of willful or careless destruction, he shall be charged with the resulting extra expense and shall be responsible for any mistakes that may be caused,by their loss or disturbance. 6. SUPERINTENDENCE. The Contractor shall keep on his work during its — progress a competent superintendent and any necessary assistants, all satisfactory to the Engineer. The Superintendent shall not be changed except with the consent of the Engineer, unless the Superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The Superintendent shall represent the Contractor in his absence, and all directions given to him shall be as binding as if given to the Contractor. Important decisions shall be confirmed in writing to the Contractor. Other directions shall be so confirmed on written request in each case. The Contractor shall give efficient supervision to the work using his best skill and attention. He shall carefully study and compare all drawings, specifications, and other instructions, and shall report at once to the Engineer any error, inconsistency, or omission which he may discover. 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. GENERAL SPECIFICATIONS Page 6 of 16 8. REMOVAL OF DEFECTIVE MATERIALS OR WORK. The Contractor shall promptly remove from the premises all materials condemned by the Engineer as failing to conform to the Contract; whether incorporated in the work or not, and the Contractor shall promptly replace — and re-execute his own work in accordance with the contract and without expense to the City, and shall bear the expense of making good all work of other Contractors destroyed or damaged by such removal or replacement. — If the Contractor does not remove such condemned work and materials within a reasonable time, fixed by written notice, the City may remove them and may store the material at the expense of the Contractor. If the Contractor does not pay the expense of such removal within a reasonable time thereafter, the City may, upon ten(10) days' written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs and expense that should have been borne by the Contractor; or, if the net proceeds of such sale are insufficient to pay the expenses of removal, the City may deduct the balance from any amounts due the Contractor. 9. MATERIALS, EQUIPMENT,APPLIANCES, AND FACILITIES. Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor,water, tools,equipment, light, power, 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. GENERAL SPECIFICATIONS Page 7 of 16 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 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 maybe required to properly maintain or protect completed or partially completed construction or to maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the Engineer. 4. DELAYS AND EXTENSION OF TIME. If the Contractor be delayed in the completion of the work by an act of neglect of the City, or its employees; or by any other Contractor employed by the City; or by changes ordered in the work; or by strikes, lockouts, fire, unusual delays in transportation, unavoidable casualties, or any cause beyond the Contractor's control; or by delay authorized by the Engineer pending arbitration; or by any cause which the Engineer shall decide justifies the delay, then the time of completion shall be extended for such reasonable time as the Engineer may decide will compensate for such delay. No such extension shall be made for delay occurring more than thirty(30) days before claim therefore is made in writing to the Engineer. In the case of a continuing cause of delay, only one claim is necessary. — This article does not exclude the recovery of damages for delay by either party under provisions in the contract documents. GENERAL SPECIFICATIONS Page 8 of 16 5. TEMPORARY SUSPENSION OF WORK. The Engineer shall have authority to suspend the work, wholly or in part, for such period or periods of time as he may deem necessary, due to unsuitable weather or such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as is necessary due to the failure to the Contractor to carry out orders given or to perform any or all provisions of the Contract. 6. NOTICES - HOW SERVED. Any notice to be given by the City to the Contractor under this contract shall be deemed to be served if the same be delivered to the man in charge of any office used by the Contractor or his foreman or agent at or near the work, or deposited in the post office,postpaid, addressed to the Contractor at his last known place of business. 7. PROGRESS OF WORK. The progress of the work shall be such that, at the expiration of one-fourth(1/4) of the contract period, one-eighth(1/8) of the work shall be completed; at the expiration of one-half(1/2) of the contract period, three-eighths (3/8) of the work shall be completed; at the expiration of three-fourths (3/4) of the contract period, the work shall be three-fourths (3/4) completed, and the whole work shall be completed at the expiration of the contract period. If, at any time the above schedule is not being maintained, the Council may give written notice to the Contractor and his sureties that the specifications are not being complied with. Such notice shall state what action on the part of the Contractor is required to bring the work within the requirements of the specifications. If the Contractor fails, within ten(10) days, to proceed as directed in the said notice, then the Council shall have authority to annul this contract without process or action at law and take over the prosecution and completion of the work, as provided under the article covering City's right to terminate contract. 8. CITY'S RIGHT TO TERMINATE CONTRACT. If the Contractor should be adjudged a bankrupt; or if he should make a general assignment for the benefit of this creditor; or if a Receiver should be appointed on account of his insolvency; or if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough skilled workmen or proper materials; or if he should fail to make prompt payment to Subcontractors or for materials or labor; or if he should persistently disregard laws, ordinances, or the instructions of the Engineer; or if he should otherwise be guilty of a substantial violation of any provision of the contract, then the City,upon the certificate of the Engineer that sufficient — cause exists to justify such action,may, without prejudice to any other rights or remedy, and after giving the Contractor seven(7) days' written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances thereon and finish the work by whatever method he may deem expedient. In such cases, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expenses of finishing the work, including compensation for additional managerial and administration services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall — pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default shall be certified by the Engineer. GENERAL SPECIFICATIONS Page 9 of 16 9. REMOVAL OF EQUIPMENT. In the case of annulment of this contract before completion, from any cause whatsoever, the Contractor, if notified to do so by the City; shall promptly remove any part or all of his equipment and supplies from the property of the City, failing which, the City shall have the right to remove such equipment and supplies at the expense of the Contractor. SECTION E-MEASUREMENTS AND PAYMENT 1. STANDARD OF MEASUREMENT. All work completed under the contract shall be measured by the Engineer according to the United States standard measures. 2. SCOPE OF PAYMENTS. The Engineer's measurements of quantities shall be the basis for final payment for the work performed under this Contract. After the work is completed,the Engineer will make measurements and computations of the number of units of each of the various items of work completed, and the Contractor will be paid for the actual amount of work performed at the rates specified in his Proposal. Before final settlement is made, the Council may require the Contractor to submit a list of all persons furnishing labor or materials, with evidence that such persons have been paid in full. Payment shall be made in the manner set forth — in official publications and Council Proceedings relative thereto. 3. PAYMENT FOR EXTRA WORK. Such extra work as may have been ordered by the Engineer and performed by the Contractor shall be compensated for as provided herein. If work is to be done or materials are to be furnished by the Contractor which cannot properly be classified under unit prices included in the Proposal, the Contractor shall be paid therefore the actual reasonable cost of the labor and materials entering permanently in such work, plus fifteen percent (15%) of the cost thereof In computing the labor cost on such extra work, the following items shall be included: (a) Actual payroll expenditures for labor at the current rate therefore, and cost of materials. (b) Pay of foreman and timekeepers for actual time required on the extra work. (c) Liability insurance,prorated, for the extra work. Labor cost items on extra work shall be furnished in duplicate by the Contractor to the Inspector daily. The Inspector shall check the items, and if he finds them to be correct, he shall so certify on the statement of cost,returning one copy to the Contractor and filing one copy with the — Engineer. The Engineer shall determine the cost of materials entering into extra work from the materials and receipted freight bills for the same. For any special machine,power tools, or equipment, including fuel and lubricants,but not including small hand tools, which may be deemed necessary or desirable to use, the Contractor shall be allowed a reasonable rental thereon,to be agreed upon in writing by the Engineer before such work is begun, and to which sum no percentage is to be added. GENERAL SPECIFICATIONS Page 10 of 16 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. GENERAL SPECIFICATIONS Page 11 of 16 7. WAIVER. By the execution of this contract ,the Contractor agrees that any objections he may have to the statement of the amount of work done hereunder included by the Engineer in this completion report, and any claims of the Contractor against the City growing out of this contract and the work done hereunder which are not stated in writing in the manner and within the time provided in Article 6, Section E hereof, shall be waived, and no such claim shall thereafter be asserted against the City. SECTION F-LEGAL RELATIONS AND RESPONSIBILITIES 1. LAWS RELATING TO WORK. The Contractor is presumed to be familiar with all laws, ordinances, and regulations which may, in any manner, affect those engaged or employed _ upon the work or the materials or equipment used in or upon the work, and shall conduct the work so as not to conflict with such laws, ordinances, and regulations. 2. PROTECTION OF WORK AND PROPERTY. The Contractor for any part of the improvement shall be held responsible for the care of materials and of partially completed and completed work until final acceptance of the same by the Council. He will be required to make good at his own expense any damage which the work may sustain from any cause prior to the filing of the Engineer's certificate of completion. He shall take all risk from floods and casualties of every description and make no charge for delay due to such cause. He may, however,be allowed a reasonable extension of time on account of such delays. He shall correct or make good at his own expense all damages to adjacent property due to the acts or negligence of his employees of the prosecution of his work, and save the City harmless therefore. 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 and the Engineer harmless and protect the public and any person from injury sustained by the reason of the prosecution of the work or the handling or storing of materials therefore, and said Contractor shall also carry liability insurance which shall meet the requirements of the Iowa Worker's Compensation Law. Before work shall be started on this contract, the Contractor shall furnish the City Clerk — with proper affidavit or Affidavits executed by representatives of duly qualified insurance companies, evidencing that said insurance company or companies have issued liability insurance policies, effective during the life of the contract, or for a period of a least ten(10) days following the filing of written notice of cancellation,protecting the public and any person from injuries or damages sustained by reason of carrying on the work involved in the Contract. The affidavit shall specifically evidence the following forms of insurance protection: (a) Public liability insurance covering all operations performed by persons directly employed by the Contractor. GENERAL SPECIFICATIONS Page 12 of 16 (b) Public liability insurance covering all operations performed by any Subcontractor to whom a portion of the work may have been assigned. (c) Public liability insurance covering all work upon the project performed by any independent Contractor working under the direction of either the principal Contractor or a Subcontractor. — (d) Motor vehicle bodily injury liability insurance and property damage liability insurance on all motor vehicles employed on the work, whether owned by the Contractor or by other persons, firms, or corporations. (e) The minimum protection shall be as follows: Comprehensive General Liability Insurance General Aggregate Limit $ 2,000,000.00 Products—Completed Operations Aggregate Limit $ 2,000,000.00 Each Occurrence Limit $ 2,000,000.00 Comprehensive Automobile Liability Insurance $ 1,000,000.00 The Contractor shall have the City of Waterloo, Iowa, and the Engineer named as an "Additional Named Insured". A certificate, or a policy if requested, shall be filed with the Owner. All certificates and/or policies of insurance furnished by the Contractor to be filed with the — City Clerk shall include the name and address of the agency issuing the same. It shall also be required that the City Clerk be notified by registered mail of the cancellation or expiration of the above insurance. 5. BARRICADES AND SIGNS. The Contractor shall, at his own expense and without further or other order,provide, erect, and maintain, at all times during the progress and suspension of the work and until completion and final acceptance thereof, suitable and requisite barricades, signs, or other adequate protection, as required by the latest edition of the "Iowa Manual on Uniform Traffic Control Devices for Streets and Highways" 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. GENERAL SPECIFICATIONS Page 13 of 16 7. PERMITS AND REGULATIONS. Permits and licenses of a temporary nature for the prosecution of the work shall be secured and paid for by the Contractor. Permits, license, and easements for permanent changes in existing facilities shall be secured and paid for by the City. 8. CLAIMS FOR DAMAGES. Any claim for damages arising under this Contract shall be made in writing to the party liable within a reasonable time of the first observance of such damage and no later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or materials, and shall be adjusted by agreement or arbitration. The Contractor shall be held for the payment of all just claims against him arising out of _ the prosecution of this contract, and his bond will not be released until such claims are paid for dismissed. _ 9. ASSIGNMENT OF CONTRACT. The Contractor shall not sell or assign the contract or sublet any portion of the work provided for therein without the written consent of the City Council. 10. SUBCONTRACTORS. The Contractor shall, as soon as practicable after the signature of the contract, notify the Engineer in writing of the names of the Subcontractors proposed for the work and shall not employ any that the Engineer may, within a reasonable time, object to as incompetent or unfit. The Contractor agrees that he is as fully responsible to the City for the acts and omission of his Subcontractors and of persons either directly or indirectly employed by them as he is for the acts and omissions of persons directly employed by him. Nothing contained in the contract documents shall create any contractual relation between any Subcontractor and the City. 11. ARBITRATION. All questions subject to arbitration under this Contract shall be submitted to arbitration at the choice of either party to the dispute. The Contractor shall not cause a delay of the work during any arbitration proceedings, except by agreement with the Engineer. 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. GENERAL SPECIFICATIONS Page 14 of 16 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 BOND. 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 a -- written bond 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 by the Contractor of all the covenants and agreements on the part of the Contractor contained in this contract. This bond shall remain in force and effect for the full amount of the Contract. 13. PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the provisions of the Contract or in exercising any power or authority granted him thereby, there shall be no liability upon the Engineer or his authorized assistants, either personally or as an official of the City, it being understood that in such matters he acts as the agent and representative of the City. 14. JURISDICTION. Any action in Court against the Contractor or sureties on his bond because of damages to property or individuals by said Contractor or his workmen, or because of the violation of any provisions 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. GENERAL SPECIFICATIONS Page 15 of 16 15. TERMINATION OF RESPONSIBILITY. The Contract shall be considered as completed and the Contractor released from further obligations except as to the requirements of his bond, after the work has been completed and finally accepted and final estimates have been ` allowed and the completion report of the Engineer has been filed and approved by the Council. • 16. CITY'S LEGAL RIGHTS. The City shall not be precluded by any measurements, estimate, or certificate made, either before or after the completion and acceptance of the work and payment therefore, from showing the true amount and character of the work performed and materials furnished by the Contractor, or from showing that any such measurement, estimate, or certificate is untrue or incorrectly made, or the work or materials do not, in fact, conform to the Contract. 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. GENERAL SPECIFICATIONS Page 16 of 16 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. SUPPLEMENTAL GENERAL SPECIFICATIONS PAGE 1 OF 2 - 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 con- tained in this paragraph,however, shall defeat or impair the right of persons furnishing materials or labor to recover under any bond given by the contractor for their protection or any rights under any law permitting such persons to look to funds due the contractor in the hands of the City of Waterloo. The provisions of this paragraph shall be inserted in all subcontracts and material contracts and notice of its provisions shall be given to all persons furnishing materials for the work when no formal contract is entered into for such materials. SUPPLEMENTAL GENERAL SPECIFICATIONS PAGE 2 OF 2 FORM OF CONTRACT — CONTRACT FOR THE CONSTRUCTION OF _ F.Y.2008 WEST COMMERCIAL STREET STORMWATER PUMPS CITY OF WATERLOO,IOWA CONTRACT NO. 750 This contract made and entered into this day of , 20 ,by and between the City — of Waterloo, Iowa, a Municipal Corporation, (hereinafter referred to as City), and of ,Iowa, (hereinafter referred to as Contractor), WITNESSETH: PAR. 1 Contractor agrees to provide and deliver pumps, controls and such other equipment appurtenant thereto and provide supervision and testing as necessary for the subsequent installation(by others)of said pumps, controls and appurtenant items for the F.Y. 2008 West Commercial Street Stormwater Pumps City of Waterloo Contract No. 750, and furnish all necessary tools, equipment, materials.,and labor necessary to do all the work called for in the plans and specifications in a workmanship like 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 Bidders 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 provide and deliver said equipment 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 provide and deliver said equipment 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. _ FORM OF CONTRACT CONTRACT NO.750 PAGE 1 OF 4 _ 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 the dates specified in the Notice of Hearing and Notice to Bidders,unless an extension of time is granted in writing by the Council of the City. PAR. 6 Should the Contractor fail to provide and deliver said equipment in strict accordance with the terms and conditions of this contract, or the plans and specifications therefore promptly by the date herein specified,the City may pay such additional sums as it may be required to pay by reason of the failure of said contractor and deduct any and all such sums from any amount then due the Contractor. PAR. 7 The City shall have the right to appoint one or more 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 reviewer. Such 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. 8 Any material which has been rejected by the 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. 9 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. 10 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. 11 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. 12 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 delivery and acceptance of said equipment,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 equipment delivered and accepted, at the unit prices set out in the Contractor's proposal,which has been accepted by the City. FORM OF CONTRACT CONTRACT NO.750 PAGE 2 OF 4 PAR. 13 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. 14 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. 15 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. 16 The Contractor shall maintain all equipment described hereunder in good order for the period of either three(3) after its complete delivery to the project site or two (2)years from and after the date it is satisfactorily installed(by others) and is accepted by the Council of the City of Waterloo, Iowa,whichever period comes first. Said maintenance shall be made without expense to the City. This is in addition to warrantees required for specific equipment items as specified in the Project Specifications. In the event of the failure or default of the Contractor to remedy any or all defects appearing in said work — within said two (2) or three(3)years, 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. 17 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 equipment, 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 equipment shall continue until three(3)months after such notice has been given to the City, and, in any event, until three(3)years after its complete delivery to the project site or two(2)years after the acceptance of the work, whichever period comes first. PAR 18 The Contractor shall comply with E.O. 11246, "Equal Employment Opportunity,"as amended by E.O. 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity,"and as supplemented by regulations at 41 CFR part 60, _ "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor." PAR 19 The Contractor shall comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act(42 U.S.C. 7401 et. seq.), and the Federal Water Pollution Control Act(33 U.S.C. 1251 et. seq.). _ FORM OF CONTRACT CONTRACT NO.750 PAGE 3 OF 4 CITY OF WATERLOO, IOWA Mayor City Clerk Contractor BY: Title: Approved by the City Council of the City of Waterloo, Iowa,this day of ,20 . ATTEST: , City Clerk,Waterloo,Iowa FORM OF CONTRACT CONTRACT NO.750 PAGE 4 OF 4 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, , of (hereinafter called the Principal), and of (hereinafter called the Surety), are held and firmly bound unto the City of Waterloo (hereinafter called the Oblige), in the penal sum of Dollars ($ ), lawful money of the United States,to payment of which sum, well and truly to be made, the Principal — here firmly binds himself/themselves,his/their heirs, executors, and administrators, and the said Surety binds himself,his successors, assigns, executors, and administrators,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, WHEREAS the above bounden Principal did, on the day of 20' , enter into a written contract with the City of Waterloo, Iowa, for providing and delivering pumps and controls and such other equipment appurtenant thereto for the F.Y. 2008 West Commercial Street Stormwater Pumps City of Waterloo Contract No. 750, a copy of which contract, together with all of its terms, covenants, conditions, and stipulations, is incorporated herein and made a part hereof as full and completely as if said contract were recited at length herein; and WHEREAS,the Principal and Surety on this bond hereby agree to pay to all persons, firms or — corporations having contracts directly with the Principal or with subcontractors, all just claims due them for labor performed or materials furnished in the performance of the contract on account of which bond is given when the same are not satisfied out of the portion of the contract price which the public corporation is required to retain until completion of the public improvement,but the Principal and Surety shall not be liable to said persons, firms, or corporation unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. — Now,if the Principal shall in all respects fulfill his said contract according to the terms and tenor thereof; and shall satisfy all claims and demands incurred for the same, and shall fully 'R indemnify and save harmless the Oblige from all costs and damages which it may suffer by reason of failure to do so, and shall fully reimburse and repay the Oblige all outlays and expenses which it may incur in making good any such default,then the obligation is to be void and of no effect, otherwise to remain in full force and effect. FORM OF BOND PAGE 1 OF 2 Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanding, to consent without notice: 1. To any extension of time to the contract in which to perform the contract. 2. To any change in the plans, specifications, or contract when such change does not involve an increase of more than twenty percent(20%) of the total contract price, and shall then be released only as to such excess increase. 3. That no provision of this bond or of any other contract shall be valid which limits to less than one(1)year from the time of the acceptance of the work the right to sue on this bond for defect in workmanship or material not discovered or known to the Oblige at the time such work was accepted. IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20 . Principal By: Surety Attorney-in-Fact FORM OF BOND PAGE 2 OF 2