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8.2 Motion to Accept Bid for Huntington Liift Station
BoardDocs® ProPage 1 of 3 Agenda Item Details MeetingJun 19, 2018 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD - 7:00 p.m. Category8. VILLAGE MANAGER'S REPORT Subject8.2 Motion to Accept Bid for Huntington Sewer Lift Station Rehabilitation Project in an amount not to exceed $834,571.10. AccessPublic TypeAction Preferred DateJun 19, 2018 Absolute DateJun 19, 2018 Fiscal ImpactYes Dollar Amount834,571.10 BudgetedYes Budget SourceWater/Sewer Enterprise Fund Recommended ActionAccept the lowest cost, responsible bid from Martam Construction, Inc. of Elgin, Illinois for the 2018 Huntington Lift Station Rehabilitation Project in an amount not to exceed $834,571.10. Public Content Information In the current budget, funds are available to continue the rehabilitation of the Village’s sanitary lift and relief stations. Lift stations are critical components of certain sanitary sewer collection basins that collect wastewater at a lower elevation, pump it to a higher elevation, and discharge to a receiving force main. Ultimately, the force main conveys the flow to a Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) interceptor sewer. The MWRDGC interceptor sewers then transport the wastewater to treatment plants. Without lift stations, certain sanitary sewer basins would have no outfall to treatment plants due to elevation conflicts. Relief stations are used to provide hydraulic relief for the Village-owned sanitary sewer system in the event interceptor sewers of the Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) become surcharged. During rain events, relief station pump wastewater into surcharged MWRDGC interceptors to prevent basement backups and sanitary sewer overflows in the Village's local collection system. The Village owns and maintains eight (8) sanitary relief stations and two (2) sewage lift stations. To date, four (4) sewer pump stations have been rehabilitated as part of this ongoing program including the William Street relief station, both George Street North and South relief stations, and the Louis Street relief Station. This year, the Huntington Lift Station, situated near the intersection of Hunt Club Drive and Golf Road, is slated for rehabilitation. This facility was originally constructed in 1970 to service an area incorporating all of the Huntington Commons condominiums as well as the area bounded by Golf Road, Linneman Road, Willow Lane, and Beechwood Drive. It discharges wastewater to a force main that outfalls to an MWRDGC interceptor sewer near Weller Creek. The attached map depicts the station's location. https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login6/21/2018 BoardDocs® ProPage 2 of 3 The Huntington Lift Station is a 30-foot deep facility that features a concrete wet well to collect wastewater and an adjacent, but separate, dry, fabricated steel pit that houses the pumps and electronic control equipment. This design was commonplace construction during the 1950s, 60s, and early 1970s because it efficiently avoided the need for pumps with long drive shafts and large, surface-mounted motors to pump wastewater. However, this design also requires maintenance personnel perform hazardous confined space entries to access, repair, and/or replace the pump equipment. The wet well facility is in good condition but the debris grates exhibit significant metal failure. The steel dry-well housing the pump equipment exhibits severe metal failure and corrosion. The chimney tube metal is very thin; it cannot be painted and weeps groundwater excessively during rain events. Staff has concluded that this facility has reached then end of its useful life (approximately 50 years) and recommends complete replacement. Staff proposes to replace this facility with a modern design that utilizes a single wet well with submersible pumps installed with rail systems that allow maintenance crews to raise the motors and pumps for repairs rather than descend into the wet well. Planned work will include excavation and removal of existing sanitary wet well, removal of equipment from existing dry well and backfilling with appropriate fill. Subsequently, a new 30-foot deep, pre-cast wet well and valve/meter pit will be installed in its place. Work will also include installation of a new sanitary manhole, various pipe work, replacement of the underground electrical feed, construction a complete replacement pump station with new pumps, guide rails and controllers, along with all associated wiring and other electrical control equipment. The new facility, including all pumps and control equipment, will be connected to the existing back-up emergency generator servicing the site. To secure a qualified contractor for this work, the Village hired Ciorba Group consulting engineers of Chicago, Illinois in 2017 to prepare plans, specifications, and bid documents necessary to secure competitive bids. Copies of these bid documents and plans are attached. Bid Results The bid documents were sent to nine (9) area firms who have experience in sewer lift station projects and to all firms that previously bid on the last four (4) relief station projects for the Village. The work was also publicly advertised as required. On Wednesday, May 16, 2018 a non-mandatory, pre-bid meeting was held with four (4) contractors attending, along with representatives from the Village and Ciorba Group. Based on the discussion, an addendum was issued for the project and this material was sent to all plan holders. On June 4, 2018, the bids were publicly opened and read as required by Village Code. The following three (3) firms submitted bids. The results are detailed below: FirmCost Martam Construction, Inc. Elgin, IL$758,701.00 Bolder Contractors, Inc. Cary, IL$1,126,910.00 Trine Construction Corp. Chicago, IL$1,736,909.00 The engineers estimate for the project was $768,290. Discussion All bids were reviewed to ensure that all submittals included addendum acknowledgement, properly signed bid documents, and appropriate bid security. All bids were properly submitted and responsive. Based on the review of the bids, the lowest cost, responsible bidder is Martam Construction, Inc. of Elgin, Illinois. A copy of Martam's bid submittal is attached. Martam has performed work for the Village with the completion of the George Street north relief station project in 2013, sanitary and combined sewer spot repair project in 2015 and a storm sewer replacement project in 2016. Martam has consistently performed all work satisfactorily. It is the opinon of staff that Martam is well qualified to perform proposed work. Since the project includes underground work, there is a possibility of some unforeseen repairs. Staff is requesting a 10% contingency ($75,870.10) to address any of these unforeseen issues should they arise. A 10% contingency https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login6/21/2018 BoardDocs® ProPage 3 of 3 would bring the project award total to $834,571.10 (the $758,701.00 base bid plus the 10% contingency of $75,870.10). Alternatives 1. Accept lowest cost, responsive bid from Martam Construction for 2018 Huntington Lift Station Rehabilitation Project. 2. Action at discretion of Village Board. Staff Recommendation Staff recommends accepting the lowest cost, responsible bid from Martam Construction, Inc. of Elgin, Illinois for the 2018 Huntington Lift Station Rehabilitation Project in an amount not to exceed $834,571.10. Location Map.pdf (85 KB)2018-03-30 Final Specifications.pdf (4,165 KB) 2018-05-07 Final Plans.pdf (4,591 KB) Huntington Lift Station Rehabilitation - Martam Construction - Bid Form.pdf (7,887 KB) Administrative Content Executive Content Motion & Voting Accept the lowest cost, responsible bid from Martam Construction, Inc. of Elgin, Illinois for the 2018 Huntington Lift Station Rehabilitation Project in an amount not to exceed $834,571.10. Motion by Richard Rogers, second by Michael Zadel. Final Resolution: Motion Carries Yea: William Grossi, Eleni Hatzis, Paul Hoefert, Richard Rogers, Colleen Saccotelli, Michael Zadel https://www.boarddocs.com/il/vomp/Board.nsf/Private?open&login6/21/2018 201 d 0 ®llEo Al 0 I T4Q.OL� f11J1mLL� [ FE W7� �i7DL� iT� Mount Prospect Bid Request For HUNTINGTON LIFT STATION RECONSTRUCTION BID OPENING: JUNE 4T", 2018 — 1:00 P.M. Local Time Mount Prospect Public Works Department 1700 W. Central Road, Mount Prospect, Illinois 60056-2229 Village of Mount Prospect DIVISION 0 — PROCUREMENT AND CONTRACTING REQUIREMENTS TITLE PAGES SEC. TITLE PAGES 0206 14 00 11 13 Advertisement for Bids 00 1113:1 Demolition 0021 13 Instructions To Bidders 00 2113:1 —6 00 31 24 CCDD Information 00 3124:1 00 41 43 Bid Form 00 4143:1 —4 00 42 43 Schedule of Prices 00 42 43:1 —2 0043 13 Bid Security 0043 13:1 00 45 00 Village of Mount Prospect Affidavit - Bid Certification Form 00 45 00:1 —3 00 51 00 Notice of Award 00 5100: 1 — 2 0052 13 Contract Agreement 0052 13:1 — 6 00 55 00 Notice to Proceed 00 55 00:1 0061 13 Village of Mount Prospect Performance Bond 00 61 13:1 —2 0061 14 Labor and Material Payment Bond 00 61 14:1 —3 00 70 00 Owner's Standard General Conditions 00 70 00:1 —22 C-700 Standard General Conditions of the Construction Contract C -700:i — 65 00 73 00 Supplementary Conditions 00 73 00:1 00 73 43 Wage Rate Requirements 00 73 43:1 — 8 00 80 00 Drawings 00 80 00:1 DIVISION 1 — GENERAL REQUIREMENTS SEC. TITLE PAGES 01 1000 Summary of Work 01 10 00:1 — 2 01 31 19 Project Meetings 01 31 19:1 —2 01 32 16 Construction Progress Schedule 01 32 16:1 —3 01 3300 Submittals 01 33 00:1 —10 01 4126 Permit Requirements 01 4126:1 01 4300 Quality Assurance 01 43 00:1 —4 01 5000 Temporary Facilities and Controls 01 50 00:1 —6 01 5300 Temporary Bypass Pumping Systems 01 53 00:1 —5 01 57 13 Erosion and Sediment Control 01 57 13:1 —2 01 6000 Material and Equipment 01 60 00:1 —6 01 71 13 Mobilization and Demobilization 01 71 13:1 —2 01 7120 Lines and Grade 01 7120:1 01 7400 Cleaning Up 01 74 00:1 —2 01 7700 Closeout Procedures 01 77 00:1 —9 DIVISION 2 — EXISTING CONDITIONS SEC. TITLE PAGES 02 01 00 Site Preparation 02 0100:1 — 2 0206 14 Geotechnical Report 02 06 14:1 — 9 02 41 00 Demolition 02 4100:1 — 9 Village of Mount Prospect Huntington Lift Station Reconstruction TOC -1 Village of Mount Prospect DIVISION 3 — CONCRETE SEC. TITLE PAGES 03 00 00 Concrete Work 03 00 00:1 —14 DIVISION 8 — OPENINGS SEC. TITLE PAGES 08 10 00 Access Hatches 08 10 00:1 — 3 DIVISION 22 — PLUMBING SEC. TITLE PAGES 3305 19 22 10 00 Process Piping and Appurtenances 22 10 00:1 — 9 2213 19 Process Valves and Appurtenances 22 13 19:1 —10 22 13 29 Submersible Solids Handling Pumps & Appurtenances 22 13 29:1 —15 22 14 29 Valve Vault Sump Pumps 22 14 29:1 — 2 DIVISION 26 — ELECTRICAL SEC. TITLE PAGES 26 05 00 Electrical Work - General 26 05 00:1 —10 2605 16 Electric Wires and Cables 26 05 16:1 —5 26 05 26 Grounding 26 05 26:1 —6 26 05 33 Electrical Conduit 26 05 33:1 —13 26 05 53 Electrical Identification 26 05 53:1 —6 26 20 00 Electric Service Installation 26 20 00:1 —3 26 27 26 Wiring Devices & Lighting Fixtures 26 27 26:1 —4 26 27 30 Electrical Connections 26 27 30:1 —8 26 36 23 Automatic Transfer Switch 26 36 23:1 —5 DIVISION 31 — EARTHWORK SEC. TITLE PAGES 3123 16 Earth Excavation, Backfill, Fill and Grading 3123 16:1 —16 3123 19 Dewatering 3123 19:1 — 4 31 41 00 Shoring, Sheeting, & Bracing 31 41 00:1 — 4 DIVISION 32 — EXTERIOR IMPROVEMENTS SEC. TITLE PAGES 3201 17 Flexible Pavement Patches 32 01 17:1 — 2 32 92 00 Topsoil, Seeding/Sodding & Incidental Restoration 32 92 00: 1 — 4 DIVISION 33 — UTILITIES SEC. TITLE PAGES 3305 19 Ductile -Iron Pipe and Fittings 33 05 19:1 —16 3331 11 Public Sanitary Gravity Piping 33 31 11:1 — 2 3332 11 Wastewater Pumping Control System 33 32 11:1 — 9 Village of Mount Prospect Huntington Lift Station Reconstruction TOC -2 NOTICE TO BIDDERS Bid for Huntington Lift Station Reconstruction Project 0011 13 The Village of Mount Prospect, Illinois does hereby invite sealed bids for the Huntington Lift Station Reconstruction Project. Sealed bids shall be received until 1:00 p.m. on June 4th 2018 in the office of the Village Manager, 3rd floor located at 50 South Emerson, Village of Mount Prospect, Illinois 60056, in a separate, sealed envelope please submit bid clearly marked "Bid for Huntington Lift Station Reconstruction Project." Plans and specifications may be obtained at the Village of Mount Prospect's Onvia Demandstar website using the following link www.mountprospect.org/bids. There will be a pre-bid conference at 1:00 PM, Wednesday, May 16th, at the Public Works offices, 1700 West Central Road, Mount Prospect, IL 60056. All work under this Contract shall need to comply with the Prevailing Wage Act of the State of Illinois, 820 ILCS 130/0.01 et. seq. and Employment of Illinois Workers on Public Works Act (30 ILCS 570/0.01 et. seq). Offers may not be withdrawn for a period of ninety (90) days after the bid date without the consent of the Board of Trustees. Any Bid submitted unsealed, unsigned, fax transmissions or received subsequent to the aforementioned date and time, will be disqualified and returned to the bidder. The Village reserves the right in its sole discretion, to reject any and all bids or parts thereof, to waive any irregularities, technicalities, and informalities in bid procedures and to award the contract in a manner best serving the interests of the Village. Village Manager Michael Cassady --END OF SECTION -- Village of Mount Prospect Huntington Lift Station Reconstruction 00 11 13-1 INSTRUCTIONS TO BIDDERS SECTION 00 21 13 1) Bid. Bid forms are furnished by the Village. All bids must be submitted on the forms provided, complete and intact, properly signed in ink in the proper spaces, and submitted in a sealed envelope. All bids shall be delivered to the office of the Village Manager, Village Hall, 3rd Floor, 50 S. Emerson Street, Mount Prospect, Illinois 60056, not later than 1:00 p.m. on June 4t", 2018. Envelopes shall be plainly marked, "Huntington Lift Station Reconstruction Project" and with the following information: company's name, address, date and time of opening. Bids must be signed by an authorized official of the organization submitting the bid with the name of the official and his/her title typed below the signature. 2) Bid Deposit; Surety. A bid deposit in the amount of ten percent (10%) of the total bid amount, payable to the Village, is required, unless otherwise stated in the bid package. The deposit must be in the form of a bid bond, certified check, or a bank cashier's check. All bid performance deposit checks will be retained by the Village until the bid award is made, at which time the checks will be promptly returned to the unsuccessful bidders. The bid performance deposit check of the successful bidder will be retained until surety bonding requirements have been satisfied and proof of insurance coverage is provided. 3) Alternate Multiple Bids/Specifications. The Specifications describe the services that the Village feels is necessary to meet the performance requirements of the Village. It is not the desire or the intent to eliminate or exclude any bidder from bidding because of minor deviations, alternates or changes. Bidders desiring to bid on services which deviate from these Specifications, but which they believe are equivalent, are requested to submit alternate bids. However, alternate bids must be clearly indicated as such, and deviations from the applicable Specifications should be plainly noted. The bid must be accompanied by complete Specifications for the services offered. Bidders wishing to submit a secondary bid must submit it as an alternate bid. There is to be only one bid per envelope. The Village shall be the sole and final judge unequivocally as to whether any substitute is of equivalent or better quality. This decision is final and will not be subject to recourse by any person, firm or corporation. If the bidder wishes to qualify its bid or make special stipulations thereto, such qualifications or stipulations shall be stated on standard letterhead size sheets of paper, all attached to the bid form. 4) Erasures. All erasures or revisions of the bid must be initialed by the person signing the bid. Village of Mount Prospect Huntington Lift Station Reconstruction 00 21 13-1 5) Receiving Of Bids. Bids received prior to the time of opening will be securely kept, unopened. The Village Clerk or his/her designee, whose duty it is to open the bids, will decide when the specified time has arrived, and no bid received thereafter will be considered. No responsibility will be attached to the Village or its representatives for the premature or non -opening of a bid not properly addressed and identified, except as otherwise provided by law. 6) Late Bids. Bids arriving after the specified time, whether sent by mail, courier, or in person, will not be accepted. These bids will either be refused or returned unopened. It is the bidder's responsibility for timely delivery regardless of the method used. Mailed bids which are delivered after the specified hour will not be accepted regardless of post marked time on the envelope. 7) Bids By Email And Fax. Email and Facsimile machine transmitted bids will not be accepted. 8) Error In Bids. When an error is made in extending total prices, the unit bid price will govern. Otherwise, the bidder is not relieved from errors in bid preparation. 9) Withdrawal Of Bids. A written request for the withdrawal of a bid or any part thereof may be granted if the request is received by the Director of the requesting Department prior to the specified time of opening. After the opening, the bidder cannot withdraw or cancel his bid for a period of ninety (90) calendar days, or such longer time as stated in the bid documents. 10)Bidders Qualifications. All bidders must submit the following information on or before the time at which the bid is required to be submitted: a. The location of the bidder's permanent place of business. b. Evidence of ability to provide an efficient and adequate plan for executing the work. c. A list of similar projects carried out by the bidder. d. A list of projects the bidder presently has under contract. e. Any additional evidence tending to show that the bidder is adequately prepared to fulfill the contract. 11)References; Background Check. Bidders shall include with its bid, on a separate sheet attached to the bid, the names of three (3) references regarding its financial qualifications and three (3) references regarding its qualifications by experience, ability, personnel and equipment to undertake work of the nature and extent contemplated by the bid and Specifications. References must include company name, address, contact person, and telephone number. The Village reserves the right to reject bids not accompanied by the required references. All Bidders, as a condition of and prior to entry into a contract, agree that a complete background investigation of the principals of the Bidder and all employees who will Village of Mount Prospect Huntington Lift Station Reconstruction 00 21 13-2 work on the project may be made. Bidders agree to cooperate with the appropriate Village personnel to supply all information necessary to complete these investigations. The Village in its complete discretion may disqualify any Bidder, including a low Bidder, and may void any contract previously entered into based upon its background investigation. 12) Consideration Of Bid And Contract. No bid will be accepted from or contract awarded to any person, firm or corporation that is in arrears or is in default to the Village upon any debt or contract, or that is a defaulter, as surety or otherwise, upon any obligation to the Village or had failed to perform faithfully any previous contract with the Village within two (2) years prior to the date of the invitation to bid. 13) Conditions. Bidders are responsible to become familiar with all conditions, instructions and Specifications governing this bid. The bidder is responsible to visit a site if necessary and its bid is based upon the knowledge of all information readily available at the site of such a visit. Once the bids have been opened, the failure to have read and understood all conditions, Specifications and instructions shall not be cause to alter the original bid or to request additional compensation. No extra compensation will be allowed the successful bidder for failure to inform or familiarize itself prior to bidding. 14) Interpretation Of Bid Documents. Any bidder in doubt as to the true meaning of any part of the Specifications or other bid documents may submit a written request for interpretation to the Village, as provided in the Specifications. Bidders will acknowledge receipt of any addendum issued by so noting on the bid sheet. Oral explanations are not binding. 15) Prices. Unit prices shall be shown for each unit on which there is a bid, and shall include all packing, crating, freight, and shipping charges, and cost of unloading at the destination unless otherwise stated in the bid. Unit prices shall not include any local, state or federal taxes. The Village is exempt, by law, from paying state and village retailer's occupation tax, service occupation tax, and federal excise tax. The Village will supply the successful bidder with its tax exemption number. Cash discounts will not be considered in determining overall price, but may be used in an overall evaluation. 16)Qualifications of Contractors. Factors: It is the intention of the Village to award the Contract only to a bidder who furnishes satisfactory evidence that it has the requisite experience, ability, capital facilities, plant organization and staffing to enable it to perform the work successfully and promptly, and to complete the work within the time set forth in the Bid Documents. The Village shall consider the following factors: a. The lowest responsible bid. Village of Mount Prospect Huntington Lift Station Reconstruction 00 21 13-3 b. The ability, capacity, and skill of the bidder to perform the contract to provide the service required. c. Whether the bidder can perform the contract or provide the service promptly, or within the time specified, without delay or interference. d. The character, integrity, reputation, judgment, experience, and efficiency of the bidder. e. The quality of performance of previous contracts of services. f. The previous and existing compliance by the bidder with laws and ordinance relating to the contract or service. g. The sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service. h. The quality, availability, and adaptability of the supplies or contractual service to the particular use required. i. The ability of the bidder to provide future maintenance and service for the use of the subject of the contract. j. The number and scope of conditions attached to the bid. k. Whether the bidder has a place of business in the Village. 1. Responsiveness to the exact requirements of the invitation to bid. m. Ability to work cooperatively with the Village and its administration. n. Past records of the bidder's transactions with the Village or with other entities as evidence of the bidder's responsibility, character, integrity, reputation, judgment, experience, efficiency and cooperativeness. o. Any other factor that the Village may legally consider in determining the bid that is in the best interests of the Village. 17)Award Or Resection. The Village, at its sole discretion, reserves the right to reject any and all bids or parts thereof, to waive any irregularities, technicalities and informalities, and to award a bid in the best interests of the Village. Any bid submitted will be binding for ninety (90) calendar days after the date of the bid opening. Bidders shall make all investigations necessary to thoroughly inform themselves regarding the equipment or supplies to be furnished in accordance with the bid. No plea of ignorance by the bidder of conditions that exist or that may hereafter exist as a result of failure or omission on the part of the bidder to make the necessary examinations and investigations will be accepted as a basis for varying the requirements of the Village or the compensation to the bidder. Any bidder's exceptions to the terms or conditions, or deviations from the written Specifications must be shown in writing and attached to the bid form. No verbal exceptions or agreements with employees of the Village will be considered valid. Such exceptions or deviations can be cause for rejection of the bid proposal. Any exceptions not taken by the bidder shall be assumed by the Village to be included. A contract will be awarded to the lowest responsible bidder complying with the conditions of the bid documents only when it is in the best interest of the Village to Village of Mount Prospect Huntington Lift Station Reconstruction 00 21 13-4 accept the bid. The Village shall be the sole judge of compliance with the Specifications. 18) Other Requirements. a. New Equipment. The bidder certifies that any equipment to be furnished shall be new, current model, standard production and fully operable, unless otherwise indicated on the bid form. b. Material, Equipment and Service Standards. Unless otherwise directed by the Specifications, all materials, equipment and services provided will meet standards or requirements which would normally be anticipated in common practice. The bidder guarantees that all applicable federal, state and local laws, including OSHA, are being complied with in connection with the bid and any resultant contract or purchase by the Village. c. Data; Proprietary. Complete and detailed brochures and specifications for vehicles equipment, materials, goods, supplies and/or services to be furnished must be included with each bid. Any reservations on the use of data contained in a bid must be clearly stated in the proposal itself. Unless stated otherwise, information submitted in response to the bid is not proprietary or confidential. d. Patented Devices, Materials, And Processes. Contract prices are to include all royalties and costs arising in the Work. It is the intent that whenever the Bidder is required or desires to use any design, device, material, or process covered by patent or copyright, the right of such use shall be provided for by suitable legal agreement with the patent owner. 19)Reguirement Of Bidder. The successful bidder shall, within ten (10) days after notification of the award of the contract: a) enter into a contract in writing with the Village covering all matters and things related to its bid; and b) furnish the required certificate of insurance and bonds. 20) Bid Certification Form. All bid submittals must include a signed Bid Certification Form (copy attached) certifying non -collusion in the bid, and that the bidder is in compliance with Sections 33E-3 and 33E-4 of the Illinois Criminal Code regarding bid rotating and bid -rigging, 720 ILCS 5/33E-3, 33E-4, compliance with the Illinois Drug Free Workplace Act, 30 ILCS 580/1, et seq., and Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., that it is not delinquent in the payment of taxes (65 ILCS 5/11-42.1) and that it has a written sexual harassment policy in place in full compliance with Section 2-105 of the Human Rights Act, 775 ILCS 5/2-105, as amended, Sections 33E-3 and 33E-4 states that it is unlawful to participate in bid -rigging and/or bid rotating. Therefore, all bidders must certify, under oath, that they are not barred from bidding on the contract as a result of a violation of Sections 33E-3 and/or 33E - Village of Mount Prospect Huntington Lift Station Reconstruction 00 21 13-5 4, prohibiting bid -rigging and bid rotation. Therefore, the Bid Certification Form must be notarized. 21)Interpretation Of Bid Documents. Any bidder in doubt as to the true meaning of any part of the Specifications or other bid documents shall submit a written request for interpretation to Luke Mattson with Ciorba Group no later than May 23rd, 2018. Any questions received after that time may be answered at the discretion of the Village. In the event that the Village finds a question to be adequately addressed in the existing bidding documents, the question may be answered in writing by directing the requesting bidder to the applicable provision(s) in the existing bid documents. No further clarifications or interpretations will be issued. Bidders will acknowledge receipt of any addendum issued by so noting on the bid sheet. Oral explanations are not binding. Questions about this Request for Bids should be directed to: Luke Mattson, P.E., Project Manager Ciorba Group 5507 N Cumberland Avenue Chicago, IL 60656 Phone: (773) 355-2947 Email: Imattson@ciorba.com --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 00 21 13-6 CCDD INFORMATION SECTION 00 31 24 CCDD INFORMATION An environmental assessment of the project areas has been performed and it was found that there is no reason to believe that these projects sites contain contaminated soils. The Contractor shall only be responsible for the disposal of clean construction debris. The Contractor shall prepare all bid pricing based on the assumption that all excavations and associated debris will comply with the clean construction debris disposal requirements and that the debris can and will be disposed of at any clean debris landfill. The Village or its CCDD consultant will prepare all Source Site Certification by Owner or Operator forms (or LPC -662 manifests) for each location and for each date of excavation during this project. These forms will be provided to the contractor by the engineering project representative or (EPR). The Contractor shall acquire one manifest for each load as outlined in the state regulations and shall be responsible for only the costs of disposal of clean construction debris. SUSPECT DEBRIS The Contractor shall only be responsible for the disposal of any and all clean construction debris. If the Contractor, for whatever reason, suspects that an excavation, debris load, or any portion thereof, may contain non -clean construction debris, then he shall immediately notify the Village or the EPR. The Public Works Department can be reached at 847-870-5640. If the Village or EPR agree that the material is suspect then the Contractor shall set aside that suspect load or portion thereof on site or at a holding area identified by the Village. The Contractor shall at that time be no longer responsible for the disposal of that load or portion thereof. The Village and its CCDD consultant will become responsible for the testing and subsequent disposal of all suspect debris. Village of Mount Prospect Huntington Lift Station Reconstruction 00 31 24-1 BID FORM SECTION 00 41 43 Huntington Lift Station Reconstruction Village of Mount Prospect - Department of Public Works FROM: (hereinafter called "Bidder") TO: Office of the Village Manager, 3rd Floor 50 South Emerson Street Mount Prospect, Illinois 60056 (hereinafter called "Village" or "Village of Mount Prospect") Bid For: "Huntington Lift Station Reconstruction" The bidders have familiarized themselves with the work and probable work conditions under this Bid affecting the cost of the work and with the following Bid Documents: Table of Contents Advertisement for Bids Instructions to Bidders Bid Form Schedule of Prices Bid Security Affidavit— Bid Certification Form Contract Agreement Notice of Award / Notice to Proceed Performance Bond Form Labor and Materials Payment Bond Owner's Standard General Conditions Standard General Conditions of the Construction Contract Supplementary Conditions Wage Requirements Drawings Project Specifications (Divisions 1, 2, 3, 8, 22, 26, 31, 32, 33) Village of Mount Prospect Huntington Lift Station Reconstruction 004143-1 Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel, labor, materials, tools appurtenances, equipment, and services (including all utility and transportation services) required to construct and complete the Work, all in accordance with the above listed documents. Bidder agrees to perform all of the Work and provide the equipment and materials described in the Bid Documents, as follows: Bidder has bid on all items and has provided a price for all items. The Bidder will complete and provide all labor, equipment, materials and mobilization (if applicable) to perform the Work as incidental to the fixed item price for each item proposed. In submitting this bid, the Bidder understands that the Village of Mount Prospect reserves the right to add to or subtract from the estimated quantities. The Village of Mount Prospect intends to award one (1) contract (if at all) for the items bid. If written notice of award of this bid is mailed, emailed or otherwise delivered to the Bidder at any time before this bid is withdrawn, the Bidder agrees to execute and deliver the contract in the prescribed form and furnish payment and performance bonds, or letter of credit, and the insurance certificates required by the Bid Documents to the Village within ten (10) days after receipt. The Bidder, and as successful bidder/Contractor upon award of the Contract understands and agrees to the following: 1) The Contractor agrees to provide all Work and items and material to the Village as noted in the Bid Documents and comply with the requirements of the Bid Documents. 2) The Contractor agrees to comply with all applicable state and federal laws, rules and regulations, and county and municipal ordinances, as described in the General Conditions. All Addenda pertaining to this project shall be acknowledged by the Bidder in the spaces provided below: Village of Mount Prospect Huntington Lift Station Reconstruction 004143-2 Addendum No. Addendum Date Acknowledgement by Bidder or Authorized Representative Date Acknowledged Failure to acknowledge receipt, as provided above, may be considered sufficient grounds for disqualification of the bidder and rejection of his/her bid submittal. A record of all Addenda and copies of same will be available to all qualified bidders from the Village of Mount Prospect Public Works Department, 1700 West Central Road, Mount Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to become fully advised of all Addenda prior to submitting its bid. Upon award the contract the Village will send Notice of Award to the successful bidder, The bidder must then execute the contract and provide the required bonds or letter of credit and certificate of insurance to the Village within ten (10) days. The Village will then issue a written Notice to Proceed, which starts the performance period and the contractor then has ten (10) days to commence work. The contractor shall reach substantial completion within one hundred seventy (170) consecutive calendar days after the Notice to Proceed with final completion fifteen (15) days thereafter. Failure to complete the work in the designated time frame may result in the Director of Public Works withholding compensation due the contractor for failure to complete the said work in the designated time frame, calling the bonds, or taking such other action as may be available. Security in the sum of ten (10%) percent of the amount bid in form of (check one): Bid Bond Certified Check Bank Cashier's Check is attached hereto in accordance with the "Instructions for Bidders". This Bid Submittal contains the following: 1) Bid Form (Section 00 41 43) 2) Schedule of Prices (00 42 43) 3) Bid Security (Section 00 43 13) 4) Affidavit— Bid Certification Form (Section 00 45 00) Village of Mount Prospect Huntington Lift Station Reconstruction 004143-3 BIDDING SCHEDULE: A. TOTAL BID PRICE FOR THE LUMP SUM/UNIT PRICE ITEMS (TOTAL PER SECTION 00 42 43) (A completed Section 00 42 43 must accompany the Bid) For the furnishing of all labor, materials and equipment for Huntington Lift Station Reconstruction, the total sum of (in writing) Respectfully submitted: Name of Firm/Bidder: By: _ Title: Date: Contact Information: Official Address: Telephone: Email: (Signature) Dollars & Cents (in writing) Total (in figures) ONE (1) SIGNED COPY OF THIS BID FORM AND BID SCHEDULE OF PRICES ALONG WITH THE AFFIDAVIT — BID CERTIFCATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED ENVELOPE. Village of Mount Prospect Huntington Lift Station Reconstruction 004143-4 END OF SECTION Village of Mount Prospect Huntington Lift Station Reconstruction 004143-5 SCHEDULE OF PRICES SECTION 00 42 43 The undersigned, having carefully examined all of the Contract Documents for Huntington Lift Station Reconstruction as well as the site of the Work and all conditions affecting the Work, including adjacent surroundings, shall furnish all services, labor, equipment and materials necessary to complete the Work for prices set forth in the following Schedule of Prices: ITEM PAY ITEM DESCRIPTION UNIT QUANTITY UNIT COST ITEM COST VIDEO DOCUMENTATION OF 01 33 00 L SUM 1 EXISTING CONDITIONS TEMPORARY FACILITIES AND 01 50 00 L SUM 1 CONTROLS 01 51 00 TEMPORARY BYPASS SYSTEM L SUM 1 EROSION AND SEDIMENT 01 57 13 L SUM 1 CONTROL MOBILIZATION AND 01 17 13 L SUM 1 DEMOBILIZATION 02 41 00 DEMOLITION L SUM 1 03 00 00-1 WET WELL TOP SLAB L SUM 1 03 00 00-2 WET WELL L SUM 1 03 00 00-3 METER / VALVE / BYPASS VAULT L SUM 1 03 00 00-4 SANITARY MANHOLE EACH 1 CONCRETET TRAFFIC BOX 03 00 00-5 L SUM 1 ENCLOSURE PAD 03 00 00-6 CONCRETE SIDEWALK, 5" SQ FT 305 PROCESS PIPING AND 22 10 00 L SUM 1 APPURTENANCES PROCESS VALVES AND 22 13 19 L SUM 1 APPURTENANCES SUBMERSIBLE SOLIDS HANDLING 22 1329 L SUM 1 PUMPS AND APPURTENANCES VALVE VAULT SUMP PUMP 22 14 29 L SUM 1 SYSTEM 26 05 16 ELECTRIC WIRES AND CABLES L SUM 1 26 05 26 GROUNDING L SUM 1 Village of Mount Prospect Huntington Lift Station Reconstruction 00 42 43-1 ITEM PAY ITEM DESCRIPTION UNIT QUANTITY UNIT COST ITEM COST 26 05 33 ELECTRICAL CONDUIT L SUM 1 26 20 00-1 ELECTRIC SERVICE INSTALLATION L SUM 1 ALLOW 26 20 00-2 ELECTRIC SERVICE UTILITY FEE 1 $10,000 $10,000 ANCE 31 26 16-1 EARTHWORK L SUM 1 3123 16-1 COMPACTED CA -6 SUBGRADE L SUM 1 TEMPORARY SOIL RETENTION 314100 L SUM 1 SYSTEMS 32 12 00 FLEXIBLE PAVEMENT PATCHING SQ YD 28 DUCTILE IRON FORCE MAIN, 10- 33 05 19 FOOT 40 INCH WASTEWATER PUMPING 33 09 30 L SUM 1 CONTROL SYSTEM COMPLETE 31 23 19 DEWATERING L SUM 1 SANITARY SEWER, PVC SDR 26, 33 31 11-1 FOOT 9 12„ SANITARY SEWER, PVC SDR 26, 33 31 11-1 FOOT 12 15„ Bid Total = .Notes - 1 otes:1. The Bid Total shall include all required bonds and insurance. 2. The Bid Total shall be into entered into Item A of the Bidding Schedule found on page 00 41 43-4 in Section 00 41 43 — Bid Form. Respectfully Submitted: Signature Title License Number (if applicable) (SEAL — if BID is by a corporation) Village of Mount Prospect Huntington Lift Station Reconstruction Company Address Date Attest 00 42 43-2 --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 00 42 43-3 BID SECURITY SECTION 00 43 13 Included with this bid is a bank cashier's check, certified check or bid bond in the amount of , being ten percent (10%) of the total amount bid by the Bidder, in favor of the Village of Mount Prospect. It is hereby agreed that, should Bidder be awarded the Work contemplated under this bid and fail or refuse to execute a contract for said Work, or to provide the required payment and performance bonds, or letter of credit, and certificate of insurance, then this security, in the amount stipulated above, shall be forfeited and may be retained by the Village of Mount Prospect as liquidated damages and not as a penalty. All bids to remain firm for a period of ninety (90) days after bid opening date. SUBMITTED THIS DAY OF , 2016. CONTRACTOR AS PRINCIPAL SURETY Signature Name and Title SEAL Signature Name and Title SEAL Note: If bidder is a partnership, the bid must be signed by at least two of the partners. Note: If bidder is a corporation, the bid must be signed by an authorized officer of the corporation, attested and sealed by the secretary or other authorized officer. If a corporation, note here the state of incorporation: Incorporated under the laws of the State of -- END OF SECTION -- Village of Mount Prospect Huntington Lift Station Reconstruction 00 43 13-1 VILLAGE OF MOUNT PROSPECT AFFIDAVIT — BID CERTIFICATION FORM SECTION 00 45 00 Bidder: Company/Firm Name: Address: As a condition of entering into a contract with the Village of Mount Prospect, and under oath and penalty of perjury and possible termination of contract rights and debarment, the undersigned, being first duly sworn on oath, deposes and states that he or she is (sole owner, partner, joint ventured, President, Secretary, etc.) and has the authority to make all (Name of Company) certifications required by this affidavit. Section I Non Collusion of The undersigned certifies that this bid is genuine and not collusive or a sham, that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, to fix the bid price element of this bid, or of that of any other bidder, or to secure any advantage against any other bidder or any person interested in the proposed contract. Section II Bid Rigging and Rotating The undersigned further states that (Name of Company) is not barred from bidding or contracting as a result of a conviction for violations of state laws prohibiting bid rigging or bid rotating or any similar offense of any state of the Village of Mount Prospect Huntington Lift Station Reconstruction 00 45 00-1 United States, as provided in Sections 33E-3 and 33E-4 of the Illinois Criminal Code, 720 ILCS 5/33E-3, 33E-4. Section III Drug Free Workplace The undersigned further states that (Name of Company) provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS 580/1, et seq., and has, to the extent not covered by a collective bargaining that deals with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., a substance abuse prevention program that meets or exceeds these requirements of that Act. Section IV Tax Payment The undersigned further states that (Name of Company) is not delinquent in payment of any taxes to the Illinois Department of Revenue, in accordance with Illinois Compiled Statues, 65 ILCS 5/11-42.1. The undersigned understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition voids the contract and allows the municipality to recover all amounts paid to the individual or entity under the contract in civil action. Section V Sexual Harassment Policy Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 5/2-105 (A), every party to a public contract must: "Have written sexual harassment policies that shall include, at a mini -mum, the following information: (1) the illegality of sexual harassment; (11) the definition of sexual harassment under State law; (111) a description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process including penalties; (V) the legal recourse, investigative and complaint process available through the Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how Village of Mount Prospect Huntington Lift Station Reconstruction 00 45 00-2 to contact the Department and Commission; and (VII) protection against retaliation as provided by Section 6-101 of the Act. (Illinois Human Rights Act)." A "public contract" includes: ... every contract to which the State, any of its political subdivisions or any municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002), The undersigned further states that (Name of Company) has a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105 (A) (4). It is expressly understood the foregoing statements and representations and promises are made as a condition to the right of the bidder to receive payment under any award made under the terms and provisions of this bid. The undersigned certifies that all information contained in this Affidavit is true and correct. Signed by: Title: Signature Name Printed: Signed and sworn to before me this day of , 20_ My commission expires: Notary Public --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 00 45 00-3 NOTICE OF AWARD SECTION 00 51 00 TO: PROJECT Description: The OWNER has considered the BIDS received on , 20 , for the above described WORK in response to its Advertisement for Bids dated 20 and Instructions to Bidders. You are hereby notified that your BID has been accepted for items in the amount of You are required by the INSTRUCTIONS TO BIDDERS to execute the CONTRACT AGREEMENT and furnish the required PERFORMANCE BOND, LABOR AND PAYMENT BOND and CERTIFICATE OF INSURANCE within fifteen (15) calendar days from the date of this Notice to you. If you fail to execute said CONTRACT AGREEMENT and to furnish said BONDS within fifteen (15) calendar days from the date of this NOTICE, said OWNER will be entitled to consider all your rights arising out of the OWNER'S acceptance of your BID as abandoned and as a forfeiture of your BID SECURITY. The OWNER will be entitled to such other rights as may be granted by law. You are required to return an acknowledge copy of this NOTICE OF AWARD to the OWNER. Dated this day of '20 I:y6 TITLE: Village of Mount Prospect Huntington Lift Station Reconstruction (Owner) 00 51 00-1 ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged by this the day of m. TITLE: --END OF SECTION -- 417 Village of Mount Prospect Huntington Lift Station Reconstruction 00 51 00-2 CONTRACT AGREEMENT SECTION 00 52 13 THIS Contract (hereinafter the "Contract") is entered into on this day of , 2018, by and between the VILLAGE OF MOUNT PROSPECT, an Illinois municipal corporation (hereinafter the "Village"), and , an _ (hereinafter the `Contractor") (Village and Contractor sometimes referred "Party" and collectively as "Parties"), to individually as WHEREAS, the Village has solicited competitive bids for its "Huntington Lift Station Reconstruction"; and WHEREAS, the Contractor submitted a bid to perform the work associated with the Huntington Lift Station Reconstruction (hereinafter the "Bid"); and WHEREAS, upon its review of the submitted bids, the Village has awarded the contract to perform the work associated with the Huntington Lift Station Reconstruction to the Contractor, subject to the execution of this Contract; NOW, THEREFORE, for and in consideration of their mutual promises, covenants, undertakings and agreements, the parties agree as follows: ARTICLE I — CONTRACT DOCUMENTS This Contract is subject to the terms and conditions set forth in the Contract Documents, which are incorporated herein as if fully set forth, and include the following Bid Documents with Bidder's/Contractor's Bid Submittals prioritized to be included in number 4*: 1. Table of Contents 2. Advertisement for Bids 3. Instructions to Bidders 4. Bid Submittals, including Bid Form, Schedule of Prices, Bid Security, Affidavit — Bid Certification Form (*Bidder's/Contractor's completed Bid Submittals) 5. Contract Agreement 6. Notice of Award / Notice to Proceed 7. Performance Bond Form 8. Labor and Materials Payment Bond 9. Owner's Standard General Conditions 10. Standard General Conditions of the Construction Contract 11. Supplementary Conditions 12. Wage Requirements 13. Drawings 14. Project Specifications (Divisions 1, 2, 3, 8, 22, 26, 31, 32, 33) Village of Mount Prospect Huntington Lift Station Reconstruction 0052 13-1 ARTICLE II — PERFORMANCE BY CONTRACTOR 1. The Contractor agrees to perform the work, including all labor, materials, equipment and services, in accordance with the terms and conditions set forth in the Contract Documents (hereinafter the "Work"). 2. The Contractor acknowledges that the Village reserves the right to add to or subtract from the estimated quantities. 3. The Contractor certifies that it will comply with all state and federal laws and regulations, and county and municipal ordinances, as set forth in the General Conditions. ARTICLE III — PERFORMANCE BY VILLAGE The Village agrees to pay the Contractor for its performance of the Work in the manner and amount provided in the Contract Documents. ARTICLE IV - CONFLICT BETWEEN CONTRACT DOCUMENTS In the event of a conflict between any Contract Document and the terms of this Contract, the Contract shall control to the extent of the conflict. In the event of any other conflict between Contract Documents, the preceding Document shall govern to the extent of the conflict based upon the order of priority set forth in Article I of this Contract, unless otherwise specifically stated. ARTICLE V — COMMENCEMENT AND COMPLETION OF WORK After the written Notice to Proceed is issued by the Village, which will start the performance period, the Contractor then has 10 days to commence work. The Contractor shall achieve substantial performance within one hundred seventy (170) consecutive calendar days after the Notice to Proceed has been issued with final performance fifteen (15) days thereafter. The Contractor shall commence performance of the Work and complete performance of the Work, in accordance with the schedule set forth in the Contract Documents, but in no event shall any Work be performed prior to the Village's receipt of this Contract, executed by Contractor, and the Village's acceptance and approval of the payment and performance bonds, or letter of credit, and certificate of insurance required by the Contract Documents. ARTICLE V — NOTICE Unless otherwise provided, all notices required under this Contract shall be made in writing and addressed or delivered as follows: TO THE VILLAGE OF MOUNT PROSPECT - The Village of Mount Prospect 1700 West Central Road Mount Prospect, Illinois 60056 ATTN: Director of Public Works Village of Mount Prospect Huntington Lift Station Reconstruction 0052 13-2 TO CONTRACTOR- at the address set forth on the Bid Form, or: Notices shall be deemed effective when received by personal service or registered or certified U.S. mail, postage prepaid and receipt requested, to the address so specified. Either Party may, by written notice to the other, change its own mailing address. ARTICLE VI — PRIOR AGREEMENTS; SUCCESSORS This Contract supersedes all previous agreements, understandings and representations of any nature whatsoever, whether oral or written, and constitutes the entire understanding between the Parties. The terms of this Contract shall be binding upon and inure to the benefit of the parties and the partners and officials, successors in interest, executors, administrators, assigns and representatives and their respective successors and assigns, provided, however, that the Contractor shall not assign, sublet or transfer any rights or interest in this Agreement in whole or in part without the prior written approval of the Village, except to the extent that the Contract Documents provide otherwise. ARTICLE VII - DEFAULT BY CONTRACTOR If the Contractor fails to begin the Work under the Contract within the time specified, or fails to perform the Work in accordance with the terms of the approved schedule or performs the Work in a manner unacceptable to the Village, or neglects or refuses to remove materials or perform anew such Work as has been rejected by the Village, or if the Contractor shall become insolvent or be declared bankrupt, or shall make an assignment for the benefit of creditors, or from any other cause whatsoever shall fail to carry on the Work in a manner required by the Contract, the Village shall give notice as hereinafter provided to the Contractor and its surety in writing specifying such failure, delay, neglect, refusal or default, and if the Contractor, within a period of ten (10) calendar days after the giving of such notice, shall not proceed in accordance therewith, then the Village shall have full power and authority to declare the this Contract and the Contractor in default, and to forfeit the rights of the Contractor in this Contract. Upon declaration of Contractor's default, the Village may, at its option, call upon the surety to complete the Work in accordance with the terms of this Contract or may take over the Work, including any materials on the Work site as may be suitable and acceptable to the Village and may complete the Work by its own forces or on its own account, or may enter into a new contract or contracts for the completion of the Work, or may use such other methods as shall be required for the completion of the Work in an acceptable manner as the Village may in its discretion determine. All costs and charges incurred by the Village, together with the cost of completing the Work shall be deducted from any moneys due or which may become due on this to the Contractor under this Contract. Following any payment due and received by the Village from the Contractor's surety following default, if the expense so incurred by the Village is less than the sum paid to the Village by the surety under this Contract for work remaining, the surety shall be entitled to receive the excess difference paid to the Village. When such Contractor default costs incurred by the Village exceeds the sum paid to the Village for the work remaining under Village of Mount Prospect Huntington Lift Station Reconstruction 0052 13-3 the Contract the Contractor and the surety shall be liable and shall pay to the Village the full cost of such additional expenses. ARTICLE VIII - DEFAULT BY VILLAGE In the event of a material default by the Village under this Contract, the Village shall have sixty (60) days, from notice thereof by Contractor, to cure the default prior to Contractor's termination of this Contract. The failure to pay a contested invoice shall not be considered a material default. Upon termination, the Village shall be responsible to pay any uncontested payments due for work performed. ARTICLE IX —VENUE The parties hereto agree that for purposes of any lawsuit(s) between them concerning this Agreement, its enforcement, or the subject matter thereof, venue shall be in Cook County, Illinois, and the laws of the State of Illinois shall govern the cause of action. ARTICLE X - SEVERABILITY OF CONTRACT If any term of this Contract is held by a court of competent jurisdiction to be void or unenforceable, the remainder of the Contract terms will remain in full force and effect and will not be affected. ARTICLE XI - CUMULATIVE REMEDIES The exercise or failure to exercise any legal rights and remedies associated with any act of default or breach hereunder by either Party will not constitute a waiver or forfeiture of any other rights and remedies, and will be without prejudice to the enforcement of any other right or remedy available by law or authorized by this Contract. ARTICLE XII - COMPLIANCE WITH LAWS Each party to this Contract will comply with all applicable state and federal laws and regulations, and county and municipal ordinances and regulations. ARTICLE XIII - DISPUTE RESOLUTION Should a dispute arise between the Village and the Contractor as to the terms and conditions of the Contract, or the responsibilities, limitations, or working relations of either Party, the designated project personnel will make every reasonable effort to resolve the difference in accordance with the terms and conditions of the Contract. If a dispute continues despite these efforts, it shall be referred to the Parties' Project Managers. If the above action fails to resolve the dispute, the Parties may, by agreement, elect to resolve the dispute through a mediation process. Each Party shall bear its own costs in preparing and conducting mediation, except that the costs, if any, of the actual mediation proceeding shall be shared equally by the Parties. The mediation process is defined as follows: The Parties shall select a mutually agreeable mediator from American Arbitration Association lists or any other agreeable list to aid the Parties in resolving the dispute. The mediator shall not be an employee or former employee of either Party. The first meeting shall be held at a Village of Mount Prospect Huntington Lift Station Reconstruction 00 52 13-4 location chosen by the Village. At the meetings, each Party may present materials and/or arguments to the mediator. The mediator's decision shall be not be binding upon either Party. In the event that the foregoing steps fail to resolve the dispute, either Party may bring suit in the Circuit Court of Cook County, Illinois. ARTICLE XIV - ASSIGNMENT No rights or interest in this Contract may be assigned by Contractor without prior written notice being provided by Contractor to the Village and the Village's written approval. The Village shall not unreasonably withhold its approval of such assignment. In the event of an assignment, the Contractor shall not be relieved of its obligations under the Contract unless agreed to by the Village, at its sole discretion. ARTICLE XV - RECRUITING The Parties shall not, without the consent of the other Party, entice, encourage, offer special inducements, or otherwise recruit employees of the other Party during the period of this Contract and for a period of one (1) year thereafter. This clause is not intended to restrict any individual's right of employment but rather is intended to preserve the relationship intended under this Contract and to prevent the Parties from actively recruiting the employees of the other Party. ARTICLE XVII - COUNTERPARTS This Contract may be executed in counterparts, each of which shall be an original and all of which together shall constitute one and the same agreement. ARTICLE XVIII - ENFORCEABILITY If any provision of this Contract is found to be invalid, illegal or unenforceable, that provision shall be severable from the rest of this Contract and the validity, legality and enforceability of the remaining provisions will in no way be affected or impaired. ARTICLE XIX - EFFECTIVE DATE The effective date of this Contract shall be the date of the last signature executing the Contract (hereinafter referred to as the "Effective Date"). ARTICLE XX - ADVERTISEMENT Contractor shall not use, in its advertising, marketing programs, or other promotional efforts, any data, pictures, or other representation of the Village, except with the specific written authorization in advance by the Village. ARTICLE XXI - CAPTIONS; HEADINGS The paragraph headings which appear herein are included solely for convenience and shall not be used in the interpretation of this Contract. Village of Mount Prospect Huntington Lift Station Reconstruction 0052 13-5 ARTICLE XXII — ENTIRE AGREEMENT This Contract, consisting of the Contract Documents, constitutes the entire agreement between the Parties for the subject matter hereof and supersedes all prior arrangements, agreements, representations and undertakings, written or oral. This Contract may not be changed or modified except by a written instrument duly executed by each of the Parties hereto. IN WITNESS WHEREOF, the Parties hereto have executed this Contract. Contractor: 0 Title: Date: ATTEST: Title: Date: Village of Mount Prospect Huntington Lift Station Reconstruction VILLAGE OF MOUNT PROSPECT By: Title: Date: ATTEST: Title: Date: 0052 13-6 NOTICE TO PROCEED SECTION 00 55 00 TO: DATE: PROJECT: You are hereby notified to commence WORK in accordance with the Agreement dated , 20 , on or before , 20 , and you are to bring to substantial completion the installation and place into operation the equipment and improvements within 170 consecutive calendar days, and to fully complete the Work within 185 consecutive calendar days from the foregoing specified commencement date. The completion date of all WORK is therefore 20 11111111111111:31 ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged by this the day of '20 M. TITLE: --END OF SECTION -- (Owner) Village of Mount Prospect Huntington Lift Station Reconstruction 00 55 00-1 VILLAGE OF MOUNT PROSPECT PERFORMANCE BOND SECTION 00 61 13 -090► • Principal Amount: Contract: KNOWN ALL MEN BY THESE PRESENTS, that Contractor , as Principal (hereinafter "Contractor"), and with main office at a corporation of the state of as Surety (hereinafter "Surety"), are held and firmly bound unto the Village of Mount Prospect, an Illinois municipal corporation (hereinafter "Village"), in the penal sum of Dollars ($ ), lawful money of the United States, for the payment of which, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has entered into a written agreement with the Village dated (hereinafter "Contract"), for the construction of in accordance with the drawings and specifications prepared by: Village of Mount Prospect (Village of Mount Prospect or architect/engineer), which Contract is incorporated herein and made a part hereof. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor shall fully, promptly and completely discharge the Contract and all duly authorized modifications, alterations, changes, or additions to said Contract as may hereafter be made, and during the life of any guaranty required under the Contract, and, if Contractor shall fully secure and protect the Village from all liability and from all loss or expense of any kind, including all court costs and attorneys' fees made necessary or arising from the failure, refusal or neglect of Contractor to comply with all obligations assumed by Contractor in connection with the performance of the Contract and all such modifications, alterations, changes, or additions, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Upon receipt of written notice from the Village that the Contractor is in default, and performance by the Village of its obligations under the Contract, Surety will promptly (1) remedy the default; (2) arrange for the performance of Contractor's obligations under the Contract through the use of qualified contractors acceptable to the Village; or (3) notify the Village that it may hire a contractor to complete Contractor's obligations under the Contract. Surety will promptly notify, in writing, the Village of which option it is exercising. Failure of the Surety to elect an option within fifteen (15) days of receipt of the notice from the Village shall constitute authorization to the Village to complete the improvements at Surety's expense. The balance of the contract price shall be credited against the cost of completing and/or correcting the Contractor's performance under the Contract. If the cost exceeds the balance of the contract price, the Surety shall pay the excess amount to the Village, up to a maximum of the principal amount of this Bond. If the Surety arranges for completion and/or correction or remedies the default, the balance of the contract price that is required to complete, correct or remedy the default shall be paid by the Village to Surety. Surety will be responsible, up to the Village of Mount Prospect Huntington Lift Station Reconstruction 00 61 13-1 maximum of the principal amount of this Bond, for payment for correction and completion of the Contract, any additional legal, design professional or delay costs arising from Contractor's default and/or resulting from action or inaction on the part of the Surety and liquidated damages, or, if no liquidated damages are provided for in the Contract, actual damages caused by delayed performance or non-performance by the Contractor or Surety. The Village shall not be required to pay Surety more than the balance of the contract price. The term "balance of the contract price" means the total amount payable by the Village to the Contractor under the contract, and any amendments thereto, less the amounts paid to the Contractor by the Village. Any suit under this Bond must be filed before the expiration of two years from the date on which final payment under the Contract is due or the applicable statute of limitations, whichever is longer. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the Village or its heirs, executors, administrators or successors. Any proceeding, legal or equitable, under this Bond may be instituted in a court of competent jurisdiction in the location in which the work is located. Notice to any of the parties shall be mailed to the appropriate address listed above. Surety hereby waives notice of any modifications, alterations, changes, additions or extension of time in the Contract. Signed and sealed this day of , 201_ Contractor By: Signature Title ATTEST Surety By: _ Title Officer Of The Surety Address: Corporate Secretary (corporations only) NOTARY STATE OF COUNTY OF I, _ certify that a Notary Public in and for said county, do hereby (Insert Name of Attorney -In -Fact for Surety) who is personally known to me to be the same person whose name is subscribed to the foregoing instrument on behalf of Surety, appeared before me this day in person and acknowledge respectively that he/she signed, sealed, and delivered said instrument as his/her free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this Notary Signature: _ day of , 201_ My Commission expires: (Attach Surety's Power of Attorney) --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 00 61 13-2 VILLAGE OF MOUNT PROSPECT LABOR AND MATERIAL PAYMENT BOND SECTION 00 61 14 Bond No. : Principal Amount: Contract: KNOWN ALL MEN BY THESE PRESENTS, that the Village of Mount Prospect, an Illinois municipal corporation (hereinafter "Village"), has awarded to as Principal (hereinafter "Contractor"), a written agreement with the Village dated (hereinafter "Contract"), for in accordance with the drawings and specifications prepared by: Village of Mount Prospect (Village of Mount Prospect or architect/engineer), which Contract is incorporated herein and made a part hereof; and WHEREAS, the Contractor is required to furnish a bond in connection with the Contract to secure the payment of claims of laborers, workmen, mechanics, material suppliers, and other persons as provided by law; NOW, THEREFORE, we, the undersigned Contractor and with main office at as Surety, are held and firmly bound unto the Village in the penal sum of Dollars ($ ), lawful money of the United States, for which payment well and truly to be made we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these present. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor shall fully, promptly pay for all laborers, workmen and mechanics engaged in the work under the Contract, and not less than the general prevailing rate of hourly wages as required by the Contract and the Illinois Prevailing Wage Act, 820 ILCS 130/1 et seq., and for all material used or reasonably required for use in the performance of the Contract, and all duly authorized modifications, alterations, changes or additions to said Contract as may hereafter be made, then this obligation shall be null and void; otherwise it shall remain in full force and effect, subject to the following conditions:. 1. A "Claimant" is defined as any person, firm or corporation having contracts with Contractor or with a subcontractor of Contractor to furnish labor, materials, or both, for use in the performance of the Contract. "Labor and materials" is construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service, rental of equipment, and any other items for which a mechanic's lien may be asserted. Village of Mount Prospect Huntington Lift Station Reconstruction 00 61 14-1 2. Any person having a claim for labor and materials furnished in the performance of the Contract shall have no right of action unless he shall have filed a verified notice of such claim with the Village Clerk within 180 days after the date of the last items of work or the furnishing of the last item of materials, and filed a copy of that verified notice upon the Contractor within 10 days after the filing of the notice with the Village Clerk. Filing must be by personal service or United States Mail, postage prepaid, certified or restricted delivery, return receipt requested, limited to addressee. The notice shall contain 1) the name and address of the claimant; 2) the business address of the claimant within the State of Illinois, if any, or if the claimant be a foreign corporation having no place of business within the State, the principal place of business of the corporation, and in the case of partnership, the names and residences of each of the partners; 3) the name of the Contractor for the Village; 3) the name of the person, firm or corporation by whom the claimant was employed or to whom such claimant furnished materials; 4) a brief description of the public improvement for the construction or installation of which the Contract is to be performed; and 5) a description of Claimant's contract as it pertains to the public improvement describing the work done by the claimant and stating the total amount due and unpaid as of the date of the verified notice. No defect in the notice herein provided for shall deprive the claimant of its right of action under the terms and provision of this Bond unless it shall affirmatively appear that such defect has prejudiced the rights of an interested party asserting the same. 3. No action shall be brought on this Bond later than one year after the date of the last item of work or of the furnishing of the last item of materials. Such suit shall be brought only in the circuit court of the State in the judicial district in which the Contract is to be performed. 4. The Village shall not be liable for the payment of any costs or expenses of any such lawsuit, and the Village does not have any obligations to any Claimants who make claims on this Bond. Surety will pay for all such claims, and for all costs and expenses of any such lawsuit, up to a maximum of the amount of this Bond. Surety hereby expressly agrees that no extension of time, change, modification, alteration, deletion, or addition to the undertakings, covenants, terms, conditions, and agreements of the Contract, or to the work to be performed thereunder, shall in any way affect the obligation of this Bond; and it does hereby waive notice of any such extension of time, change, modification, alteration, deletion, or addition to the undertakings, covenants, terms, conditions, and agreements of the Contract, or to the work to be performed thereunder. Surety's obligations hereunder are independent of the obligations of any other surety for the payment of claims of laborers, workmen, mechanics, material suppliers, and other persons in connection with the Contract; and suit may be brought against Village of Mount Prospect Huntington Lift Station Reconstruction 00 61 14-2 Surety and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing the Village's rights against the others. Any payment by the Surety made in good faith pursuant to this Bond shall reduce the principal amount of this Bond. Signed and sealed this day of Contractor By: Signature Title ATTEST: Corporate Secretary (corporations only) STATE OF COUNTY OF 1201 Surety By: Officer Of The Surety Title Address: NOTARY I, , a Notary Public in and for said county, do hereby certify that (Insert Name of Attorney -In -Fact for Surety) who is personally known to me to be the same person whose name is subscribed to the foregoing instrument on behalf of Surety, appeared before me this day in person and acknowledge respectively that he/she signed, sealed, and delivered said instrument as his/her free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of 201_ Notary Signature: My Commission expires: (Attach Surety's Power of Attorney) Village of Mount Prospect Huntington Lift Station Reconstruction 00 61 14-3 OWNER'S STANDARD GENERAL CONDITIONS SECTION 00 70 00 A. DEFINITION OF TERMS In these specifications and the accompanying documents, the several terms hereinafter defined shall be understood to mean as follows: The term "Award" shall mean the decision of the Village of Mount Prospect to accept the bid of the lowest responsible bidder for the work, subject to the execution and approval of a satisfactory contract therefore, and bond to secure the performance thereof, and to such other conditions as may be specified or otherwise required by law. The term "Bid" shall mean a formal written offer of a bidder to perform the proposed work in accordance with these specifications. The term "Bidder" shall mean any individual, firm, or corporation submitting a bid for the work contemplated. The phrase "Bid Documents" shall mean the Notice to Bidders, Table of Contents, Instructions to Bidders, General Conditions and Special Provisions, Specifications, Bid Form, Affidavit — Bid Certification Form, Bid Security, Bid Sheet, Other Materials or standards provided or noted by the Village, Contract, Performance Bond form, and Labor and Materials Payment Bond form. The term "Board" shall mean the Board of Trustees of the Village of Mount Prospect, Illinois. The term "CCDD" shall mean Clean Construction or Demolition Debris. The term, "Contract," shall mean the written agreement between the Village and the contractor, or between the owner and the contractor. The phrase "Contract Documents" shall mean the Bid Documents, bidder's submitted Bid Form, Bid Security, Bid Sheet, Contract and required bonds or letter of credit. The term "Contractor," as successful bidder, shall mean the individual, firm or corporation who shall have entered into an agreement or contract to furnish all necessary labor, equipment, tools and materials for the performance of the work under its bid and the Bid Documents. The phrase "Director of Public Works" shall mean the Director of Public Works representing the Village of Mount Prospect. Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-1 The term "EPR" shall mean the Village's Engineering Project Representative. The phrase "Final Performance Date" shall mean the date that Substantial Performance and the punchlist items must be completed. The term "Inspector" shall mean the authorized representative of the Director of Public Works assigned to make detailed inspection of any or all portions of the work or materials therefore. The phrase "Notice of Award" shall mean the written notice of award of the contract given by the Village to the successful bidder. The phrase "Notice to Bidders" shall mean the official notice included in the bid inviting bids for the proposed improvements. The phrase "Notice to Proceed" shall mean the official notice to the contractor that will start the performance period/ The phrase "Performance Period" shall mean the time allotted for contractor to perform the contract from start to Substantial Performance. The term "Owner" shall mean the Village of Mount Prospect. The phrases "Payment and Performance Bond" and "Letter of Credit" shall mean the approved form of security furnished by the contractor and its financial institution as a guarantee that it will execute the work and pay all material providers and subcontractors. The terms "Plans" or Contract Drawings" shall mean all official drawings or reproductions of drawings pertaining to the work provided in the contract. The phrase "Project Schedule" shall mean the critical path schedule submitted by Contractor to the Village, which includes targeted dates of completion through the Substantial Completion Date. The term "Punchlist" shall mean a list of items to be completed after Substantial Performance. The phrase "Special Provisions" shall mean any special directions and requirements prepared to cover the method or manner of performing work on a particular project, or cover the quantities or quality of the materials to be furnished under the contract which are not covered herein. The special provisions included in the contract shall govern the work and take precedence over the general provisions and STANDARD SPECIFICATIONS noted above wherever they conflict therewith, but they shall not Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-2 operate to annul those portions of the general provisions with which they are not in conflict. The term "Specifications" shall mean the general and special provisions, instructions and requirements contained herein, together with written agreements and all other executed documents which describe the method of performing the work, the quantities, or the quality of material to be furnished under the contract. Additionally, the term specifications will refer to standard practices as outlined in the Illinois Department of Transportation's "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (R&BC), latest revision and the "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS" prepared by the ISPE, CECT, et al, latest revision. The term "Subcontractor" shall mean any individual, firm or corporation other than the contractor supplying labor, equipment, tools and materials for use in the work of the contract. The phrase "Substantial Performance" shall mean the date that the entire Project can be used for the purposes for which it was intended, i.e., only punchlist items remain. The phrase "Substantial Performance Date" shall mean the date that substantial performance must be completed. The term "Village" shall mean the Village of Mount Prospect, Illinois. The terms "Village Manager" or "Manager" shall mean the Village Manager of the Village of Mount Prospect, Illinois or his duly appointed representative. The terms "Work" and "Project" are used interchangeably and shall mean the improvement advertised for letting, described in the bid form, indicated on the plans, and covered in the specifications and contract, and authorized alterations, extensions and deductions, including labor, tools, equipment, materials and incidentals necessary for the satisfactory completion of the project. The term, 1/2 stick" shall mean one-half the standard length of pipe, typically this is seven (7) feet. B. AWARD OF CONTRACT; PERFORMANCE; PAYMENT. 1. AWARD OF CONTRACT. The Village will issue a Notice of Award to the successful bidder, advising that it has been awarded the contract. Within ten (10) days of delivery of the Notice of Award, by personal service or registered or certified U.S. mail, posted prepaid and receipt requested, Contractor shall execute the Contract, Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-3 attached to the Bid Documents, and furnish the Village with the required bonds and certificate of insurance. 2. NOTICE TO PROCEED. Upon the Village's receipt of the executed Contract, required bonds and certificate of insurance, the Village will issue and send to Contractor a Notice to Proceed, which will start the performance period. 3. SUBSTANTIAL PERFORMANCE; FINAL COMPLETION. a. The Contract shall be substantially performed within one hundred seventy (170) days after the Notice to Proceed is effective (the Substantial Performance Date"). Substantial Performance is when the entire Project can be used for the purposes for which it was intended, i.e., only punchlist items remain. b. Final completion shall be within fifteen (15) days after the Substantial Performance Date (the "Final Performance Date"). 4. PROJECT SCHEDULE. Within ten (10) days after the Contractor executes the Contract, Contractor shall submit to Village a Project Schedule to include targeted dates of completion of all construction and other requirements of the Contractor through the Substantial Completion Date. Contractor shall monitor schedule progress and provide monthly updates and revisions of the Project Schedule, as needed to Village. 5. LIQUIDATED DAMAGES FOR INEXCUSABLE DELAY. a. Time is of the essence. The Contractor agrees that all work included in connection with this project must be completed by the Final Performance Date, or sooner, after receipt of Notice To Proceed. It is hereby acknowledged and agreed by both parties that the damages to the Village are not readily ascertainable but that the failure to timely complete this Work will materially and significantly damage the safety and well-being of the Village, its staff and the public, and that therefore a sum of $1,000.00 per day is a fair and reasonable damage estimate to compensate the Village for any such delay. If the Contractor fails to fully complete the Work in that time, then and in this event, the Contractor further expressly agrees that, for each day this Work and this contract shall remain uncompleted after that date, the Village may deduct the sum of $1,000.00 per day after the Final Performance Date, from the contract price as payment to the Village, by the Contractor of the liquidated damages sustained by reason of failure of the Contractor to complete the Project on or before the time aforesaid. b. Provided, however, that if the completion of this contract is delayed by the Village, by general strikes, acts of God, or casualty beyond the control of the Contractor, then and in such event, the time of completion of this contract shall be extended for such additional time as shall be caused by such delay. Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-4 c. Provided, always, however, that the Contractor shall, at the time of such delay, if any, demand of the Village, in writing, such additional time within which to complete the performance of the Contract. The Contractor will be required to notify the Village within three (3) days of such delay, stating the reason for same. If the Contractor does not notify the Village in writing, within three (3) days of the delay, no request for extension of time will be approved. 6. MEASUREMENT OF QUANTITIES. All work completed under the contract will be measured by the Village according to United States standard measures. 7. PAYMENT. Payment under the Contract will be made in accordance with the Illinois Local Government Prompt Payment Act, 50 ILCS 505/1 et seq. 8. PAYMENT FOR ITEMS OMITTED WHEN PARTIALLY COMPLETED. Should the Village cancel or alter any portion of the contract which results in the elimination or non -completion of any portions of the work partially completed, the contractor will be allowed a fair and equitable amount covering all items of work incurred prior to the date of cancellation, alteration, or suspension of such work. A written change order may apply. 9. PARTIAL PAYMENT. When requested, the contractor will make an approximate estimate, in writing, of the materials in place completed, the amount of work performed, and the value thereof, at the contract unit prices. From the amount so determined, there shall be deducted ten percent (10%) to be retained until after completion of the entire Work to the Village for payment, except that no amount less than $500 will be so certified unless the total amount of the contract is less than $500. In addition, an estimate may, at the discretion of the Village and upon presentation of receipted invoices and freight bills, be made for payment of the value of acceptable materials delivered on the Work or in acceptable storage places and not used at the time of such estimate. Ten percent (10%) shall be retained from the value of such materials until final payment. Such materials, when so paid for by the Village, shall become the property of the Village, and in the event of default by the Village, shall become the property of the Village, and in the event of default by the contractor, the Village may use or cause to be used such materials in the construction of the work provided for in the contract. The amount thus paid by the Village shall be deducted from estimates due the contractor as the material is used in the work. Partial payment for work or materials shall not be construed as an acceptance of the work or any part of it, or as a waiver of any provisions of the contract. Partial payment will only be granted if in the opinion of the Village sufficient labor and materials have been expended to warrant it. If partial payments are requested, the Contractor shall submit with each payment request a properly completed Contractor's Affidavit setting out, under oath, the name, Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-5 address and amount due or to become due, of Contractor, each subcontractor, vendor, supplier or other appropriate party included in its cost, and for every party listed a full or partial waiver of lien, as appropriate. Beginning with the second payment request, and with each succeeding payment request, the Contractor shall submit Contractor's Affidavits and partial waivers of lien for each subcontractor and supplier showing that the amount paid to date to each is at least equivalent to the total value of that subcontractor's work, less retainage, included on the previous payment request. 10. ACCEPTANCE AND FINAL PAYMENT. Whenever the Work shall have been completely performed on the part of the contractor, including Punchlist items, and all parts of the Work have been approved by the Village and accepted by the Village, a final payment showing the value of the work will be prepared by the contractor as soon as the necessary measurements and computations can be made, all prior estimates upon which payments have been made being approximate only and subject to correction in the final payment. The amount of this estimate, less any partial or semifinal payments previously made and less any sums that have been deducted or retained under the provisions of the contract, will be paid to the contractor as soon as practicable after the final acceptance, provided the contractor has furnished to the Village the required maintenance bond and satisfactory evidence that all sums of money due for any labor, materials, apparatus, fixtures or machinery furnished for the purpose of such work have been paid or that the person or persons to whom the same may be due have consented to such final payment. If final payment is requested, the Contractor shall submit a properly completed Contractor's Affidavit setting out, under oath, the name, address and amount due or to become due, of Contractor, each subcontractor, vendor, supplier or other appropriate party included in its cost, and a full and final waiver of lien for the full amount of the Work, less retainage. The Contractor shall assign over to the Village all manufacturers' and suppliers' warranties respecting any part of the Work. The Contractor shall also deliver to the Village the required maintenance prior to Final Payment bond and upon receipt of Final Payment a set of Plans and Specifications annotated to show the Project "as -built." The acceptance by the contractor of the final payment shall constitute a release and waiver of any and all rights and privileges under the terms of the contract; further, the acceptance by the contractor of final payment shall relieve the Village from any and all claims or liabilities for anything done or furnished relative to the Work or for any act or neglect on the part of the Village relating to or connected with the Work. 11. PUNCHLIST. The Contractor shall notify the Village when it believes substantial performance of the entire Project has been achieved. The Village, and/or any independent consultant engaged by the Village, shall then inspect the Project site with the Contractor, and prepare and deliver to the Contractor within five (5) days thereafter, a written Punchlist indicating items of construction which are not in material conformity with the Contract Documents. The Punchlist items shall be completed by the Final Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-6 Performance Date. Pending completion of Punchlist items, the Village may withhold from amounts due to the Contractor an amount equal to but not greater than one and one-half (1'/2) times the estimated cost to complete Punchlist items. 12. FINAL POLICING OF THE SITES. Before the completed work will be ready for the Village's final inspection, the contractor shall have removed from the project sites all surplus equipment, machinery, materials, debris, barricades, and signs. The contractor shall leave said project sites in the best possible condition to the complete satisfaction of the Village. 13. FINAL INSPECTION. The Village shall make final inspection of all of the Work, as soon as practicable after notification in writing by the contractor that the work is completed and ready for acceptance. If the Work is not acceptable to the Village at the time of such inspection, the Village shall inform the contractor as to the particular defects to be remedied before final acceptance can be made. 14. ALTERATIONS, CANCELLATIONS, EXTENSIONS AND DEDUCTIONS. The Village reserves the right to alter the plans, extend or shorten the improvement, add such incidental work as may be necessary, and increase or decrease the quantities of work to be performed to accord with such changes, including the deduction or cancellation of any one or more of the unit price items. Such changes shall not be considered as a waiver of any condition of the contract nor to invalidate any of the provisions thereof. A written change order may apply. All Work shall be done under the supervision of the Village's Director of Public Works, or a designated representative who shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress of the work, interpretation of the plans and specifications, acceptable fulfillment of the contract, compensation and disputes and mutual rights between contractors under the specifications. 15. CHANGE ORDERS. The Village may from time to time require changes in the Work. Such changes shall comply with Section 33-E9 of the Criminal Code, 720 ILCS 5/33E-9. 16. RIGHT OF THE VILLAGE TO TERMINATE THE CONTRACT. a. If the Contractor fails to begin the Work under the Contract within the time specified, or fails to perform the Work in accordance with the terms of the approved schedule or performs the Work in a manner unacceptable to the Village, or neglects or refuses to remove materials or perform anew such Work as has been rejected by the Village, or if the Contractor shall become insolvent or be declared bankrupt, or shall make an assignment for the benefit of creditors, or from any other cause whatsoever shall fail to carry on the Work in a manner required by the Contract, the Village shall give notice as hereinafter provided to the Contractor and its surety in writing specifying Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-7 such failure, delay, neglect, refusal or default, and if the Contractor, within a period of ten (10) calendar days after the giving of such notice, shall not proceed in accordance therewith, then the Village shall have full power and authority to declare the this Contract and the Contractor in default, and to forfeit the rights of the Contractor in this Contract. b. Upon declaration of Contractor's default, the Village may, at its option, call upon the surety to complete the Work in accordance with the terms of this Contract or may take over the Work, including any materials on the Work site as may be suitable and acceptable to the Village and may complete the Work by its own forces or on its own account, or may enter into a new contract or contracts for the completion of the Work, or may use such other methods as shall be required for the completion of the Work in an acceptable manner as the Village may in its discretion determine. c. All costs and charges incurred by the Village, together with the cost of completing the Work shall be deducted from any moneys due or which may become due on this to the Contractor under this Contract. Following any payment due and received by the Village from the Contractor's surety following default, if the expense so incurred by the Village is less than the sum paid to the Village by the surety under this Contract for work remaining, the surety shall be entitled to receive the excess difference paid to the Village. When such Contractor default costs incurred by the Village exceeds the sum paid to the Village for the work remaining under the Contract the Contractor and the surety shall be liable and shall pay to the Village the full cost of such additional expenses. C. PERFORMANCE OF THE WORK. 1. ACCIDENT PREVENTION. The contractor shall exercise every precaution at all times for the protection of persons and properties. The safety provisions of all applicable laws and ordinances shall be strictly observed. Any practice obviously hazardous, in the opinion of the Director of Public Works or his authorized representative, shall be immediately discontinued by the contractor upon his receipt of instructions from the Director of Public Works or an authorized representative to discontinue such practice. 2. BARRICADES AND WARNING SIGNS AND LIGHTS. The contractor shall erect substantial lighted barricades to protect its work at all points deemed necessary by the Director of Public Works; said contractor shall place at such points the necessary warning signs, amber lights, caution tape, and other suitable devices to protect his work properly and to provide for the convenience and safety of the public at all times. The contractor shall maintain such barricades, signs, lights and protective devices until the need for them, in the judgment of the Public Works Director of an authorized representative, has passed. Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-8 Contractor shall provide warning signs and barricades to safely mark any hazards or detours caused by the work. All such warning signs and barricades for work in, or affecting Village of Mount Prospect streets, access roads, and state highways shall meet all applicable requirements as stipulated in the latest edition of the Manual for Uniform Traffic Control Devices published by the U.S. Department of Transportation. All costs for barricades, signs including all labor and other associated materials shall be incidental to the fixed unit price bid for the specific repair or pay item. 3. COOPERATION WITH UTILITIES. It is understood and agreed that the contractor has considered in its bid all of the permanent and temporary utility appurtenances in their present or relocated positions that may be encountered during construction and no additional compensation will be allowed for any delays, inconvenience, or damage sustained by it due to any interference from the said utility appurtenances either by the utility company or by it, or on account of any special construction methods required in prosecuting its work due to the existence of said appurtenances either in their present or relocated positions. The contractor shall insure that prompt repairs are, to the approval of the inspector, made to any utility appurtenances damaged by it without compensation from the Village. During performance of the work, Contractor shall protect all utilities and property from damage. Contractor shall spot all utilities prior to any excavation work. Contractor shall call J.U.L.I.E. one Call System (1-800-892-0123), and request utility locations as soon as possible for emergency repairs and within forty-eight (48) hours for non -emergency work prior to excavation in strict accordance with J.U.L.I.E. one Call System operation procedures. 4. CLEAN —UP. After all work under each task phase of the work is completed, the Contractor shall remove all loose debris and other materials not incorporated in the work from the site of the work. Any clean up or restoration to private property will be the responsibility of the Contractor. 5. CONSTRUCTION NOISE RESTRICTION. All construction activities or alteration operations within the Village shall be performed only between the hours of 7:00 a.m. and 7:00 p.m. Variations from these time limitations shall be allowed only in the case of maintenance of operation of safety and traffic control devices such as barricades, signs and lighting, or to construction of an emergency nature. More stringent requirements may be assessed for work in state highway or railroad rights-of-way. Working hours outside these times must receive prior approval from the Village. 6. GENERAL. The work to be performed under the contract includes the furnishing of all supervision, labor, materials, tools, equipment and incidentals of every kind and description necessary for construction, in accordance with the Contract Documents. 7. INSPECTION. All materials and each part or detail of the work shall be subject at all times to inspection by the Village or its inspectors, and the contractor will be held Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-9 strictly to the true intent of the Specifications in regard to quality of materials, workmanship and diligent execution of the contract. The Village or its inspectors shall be allowed access to all parts of the work and shall be furnished with such information and assistance by the contractor as is required to make a complete and detailed inspection. Materials, components or completed work not complying therewith may be rejected by the Village and shall be replaced by the Contractor at no expense to the Village. Any rejected material or component shall be removed at the entire expense of the Contractor, after written notice has been mailed by the Village to the Contractors that such materials or components have been rejected. The contractor shall, if the Village requests, remove or uncover such portions of the finished work as the Village may direct before final acceptance of the same. After the examination, the contractor shall restore said portion of the work to the standard required by the Specifications. If the work thus exposed or examined proves acceptable, the expense of uncovering or removing and the replacing of the parts removed shall be paid for as extra work; but if the work so exposed or examined is unacceptable, the expense of uncovering or removing and replacing of the same shall be borne by the contractor. 8. MATERIALS AND EQUIPMENT. Except where the Specifications indicate otherwise, the Village is not responsible for providing any tools, equipment or storage under the contract in order to permit its completion of any contractual obligations under the contract, which may be awarded as the result of the bid. 9. PERSONNEL AND EQUIPMENT. The contractor shall provide an adequate number of competently trained personnel with sufficient supervision to provide the services required, and contractor shall provide identification of its personnel if requested by the Village. Any contractor's employee whose employment is reasonably detrimental or objectionable to the Village shall be immediately transferred from the work -site upon the Village's request. The exercise of this option shall not be construed as placing the Village in charge of the Work or making the Village responsible for safety. All on the road vehicles or equipment shall be identified by the contractor's name for purpose of identification. All tools or equipment required to carry out the operations within the scope of the contract shall be provided by the Contractor, and shall meet the standards of the Federal Occupational Safety and Health Act and State of Illinois safety codes as may be required by law. The Village reserves the right to inspect the equipment that will be used prior to award of Bid. 10. PROPERTY PROTECTION. No vehicles of any kind shall be placed, parked or operated upon or over any sodded areas. Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-10 11. PROTECTION AND RESTORATION OF PROPERTY. It is understood that in the execution of the Work herein provided for there may be interference with and/or damage to trees, shrubbery, crops, fences, railroad tracks, overhead structures such as poles, wires, cables, underground structures such as sewers, gas mains, telephone conduits and cables, water mains, drains, service connections, wires, pipes, conduits, located along, adjacent to, and/or crossing the locations of the Work, and that it may be necessary to relocate or reconstruct certain of such structures, improvements, and installations and/or to make repairs to the same by reasons of doing the Work herein provided for, and it is therefore particularly and specifically agreed that the Bidder except as otherwise herein provided, shall do the Work necessary for such relocation, reconstruction, and repair and shall bear and pay all of the cost and expense of such relocation, reconstruction, and/or repair of, and all damage done to any and all such pipe line and other structures, improvements, and installations, including service connections, if any, to adjacent property, existing at the date of the execution of the contract and/or existing, during the period of the Work to be done under the contract, which may be interfered with, damaged, and/or necessarily relocated, reconstructed, or repaired in the performance of the Work herein provided for, including the restoration and resurfacing of unpaved portions of public streets and alleys, rights-of-way, easements, and private property damaged or disturbed by the Work, the same to be restored to as good condition as the same existed at the time of the commencement of any such Work or relocation. It is further agreed that the owners of any structures, improvements, installations, referred to in the preceding paragraph shall have the right to do the Work or any part thereof necessary for the relocation, reconstruction, replacement, repair, and other Work required by reason of any interference with and/or damage to such structures, improvements, installations, due to the prosecution of the Work and upon completion of such Work by them done, said owners may render bills to the Bidder for the cost and expenses thereof which bills shall be paid by the Bidder without extra compensation therefore from the Village, upon demand by said owners, or upon demand made by the Village upon the Bidder for the payment thereof. 12. PUBLIC CONVENIENCE AND SAFETY. The contractor shall notify the Director of Public Works at least three (3) days in advance of the starting of any construction work which might in any way inconvenience traffic, and the contractor shall at all times conduct the work in such a manner as to insure the least obstruction to vehicular and pedestrian traffic. Whenever possible, the contractor shall provide and maintain at his own expense such temporary roads and approaches as may be necessary to provide access to driveways, houses, buildings or other property abutting the improvements. In no case will the contractor obstruct entrance ways into private property without first seeking the Village and private property owner's approval. 13. PUBLIC RELATIONS The Contractor shall cooperate with the Village of Mount Prospect in maintaining a high degree of sensitivity to the needs of property and Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-11 business owners along the project route. Contractor will distribute written public work notices to businesses and residences as required by the Village. 14. REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK. Work done without lines and grades being given, or beyond the lines shown on the plans or as given, except as herein provided, or any extra work done without authority will be considered as unauthorized and at the expense of the contractor, and will not be measured or paid for. Work so done may be ordered removed or replaced at the contractor's expense. All work which has been ordered to be removed or replaced shall be remedied or removed and replaced by the contractor in a manner approved by the Village at the contractor's expense. Upon failure of the contractor to comply promptly with any order of the Village made under this provision, the Village shall, after giving written notice to the contractor, have the authority to cause defective work to be remedied, or removed and replaced, or to cause unauthorized work to be removed, and deduct the cost thereof from any compensation due or to become due the contractor. 15. SCHEDULING. The contractor shall consult with the Village's Public Works Director or an authorized representative concerning the details and scheduling of the work contemplated herein, and shall be governed by the decisions of said Director or representative. 16. SUPERVISION. The contractor shall at all times have a competent person in charge of its work crew at the job site to whom the Village representative may issue directives. Such person shall be authorized to accept and act upon such directives. Such person shall be fluent in the English language. 17. TRAFFIC CONTROL. Contractor shall maintain traffic flow(s) and accessibility to private property(s) as close to normal condition as possible. Contractor shall notify residents, Village of Mount Prospect and state/county officials, as appropriate, of any driveway or road closure. Unless otherwise indicated on the plans, construction operations shall be conducted in a manner such that Business Center Drive and Feehanville Drive will be unaffected and shall remain open and clear of construction equipment at all times in accordance with Article 107.14 of the Standard Specifications. Any mud or other construction debris left on the pavement areas shall be immediately cleaned up by the Contractor. If the Contractor fails to clean up the construction debris immediately, the Village reserves the right to cease all construction work until the pavement areas are cleaned to the satisfaction of the Village. Access for emergency vehicles shall be maintained at all times during construction. The Contractor shall be required to notify the Village at least 48 hours prior to starting work on this project. Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-12 The contractor shall abide with the Illinois Department of Transportation's Standard Specifications for Road and Bridge Construction, latest edition. The Contractor shall also abide with the Manual on Uniform Traffic Control Devices, latest edition. Contractor shall also provide sufficient flag persons to assist with traffic control during operation. Traffic control costs to close the street or ROW is to be included in the "all-inclusive" unit price of the pay item and considered as incidental to that pay item and will not be considered an extra line item. 18. TREE PROTECTION. All tree protection shall be incidental to the contract and shall be installed and maintained in accordance with the Tree Protection Ordinance and plan as specified by the Village. REMOVAL PROHIBITED UNLESS AUTHORIZED: All trees shall be maintained, saved, and protected from damage unless removal is approved by the Village. CRITICAL ROOT ZONE: To prevent unnecessary damage to existing public trees during construction, proper tree protection guidelines must be followed, particularly in the root zone where major support roots securely hold the tree in the soil. This Critical Root Zone (CRZ) is defined as the entire ground area within the vertical projection of the crown of a tree. This is also commonly referred to as the area within the drip line of a tree. Power equipment may not be used to excavate soil, change grades, or dig trenches in the Critical Root Zone. All soil excavation done within the CRZ must be done by hand, except as authorized in these specifications. Exceptions to the above shall be granted only with written permission from the Director of Public Works. FENCING: All unpaved ground on public property within the Critical Root Zones (CRZ) of existing trees subject to construction damage shall be fenced before any work is started. This Tree Protection Fencing will be paid for as specified in these contract documents. Once assembled, no fencing shall be removed without prior approval of the Engineer, and there shall be no construction activity or material including storage, stockpiling, and equipment access within the enclosure. Fencing material shall be orange polypropylene snow fence supported with metal posts, and installed according to the detail which will be provided by the Forestry Division. CHANGES TO EXISTING GRADE: No changes to original grade shall be allowed inside the CRZ. ROOT PRUNING DURING CONSTRUCTION: All tree roots greater than two inches (2") in diameter that are encountered in any construction process shall be cut cleanly with an appropriate saw or pruning shear or other tool specifically designed for cutting Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-13 wood. Axes or other such chopping tools shall not be used. Shovels or other tools designed for digging shall not be used. Contractor shall contact Forestry for a root inspection before backfilling. ATTACHMENTS TO TREES: No signs, placards or other objects may be nailed or stapled to trees. BRANCH REMOVAL: Tree branches shall not be cut, pruned or trimmed by the Contractor. If parkway tree branches interfere with the Contractor's work, he should contact the Forestry Division to request pruning. If Forestry deems the request reasonable they will endeavor to promptly prune the branches at the Village's expense. PENALTIES FOR TREE DAMAGE: Where limbs, trunks or roots of trees not approved for removal are damaged, the Village shall determine whether the tree can be repaired or must be removed. Repairs may include, but are not strictly limited to, pruning of broken limbs, removal of loose bark and proper shaping of wounds, thinning of the crown to compensate for root loss, fertilization, straightening and staking. Repairs shall be performed by the Village. The cost of such repairs shall be paid for by the Contractor to the Village, using rates listed in the current edition of the Village's Equipment and Labor Rate Charges. Additionally, the Village may fine the contractor for unnecessary tree damage according to the schedule listed in Appendix A, Division III of the Village Code. If in the opinion of the Village, the amount of damage warrants removal of the tree due to safety or aesthetic concerns, the Contractor shall remove the tree, along with its stump to a depth of 12 inches below grade. The Contractor shall pay the Village for replacement of the tree. Replacement cost will be determined by multiplying the diameter of the damaged tree, as measured 4-1/2 feet above the ground, by the rate of $150.00/inch. The Contractor shall be responsible for being familiar with and complying with all aspects of the Village of Mount Prospect Tree Protection ordinances and Arboricultural Standards Manual as they relate to the various site locations. Any questions regarding tree protection shall be directed to the Village Forestry Division and their response or direction shall be considered as the final word/decision on tree protection issues. Any costs for tree protection fencing, posts, labor or other associated labor or material shall be incidental to the fixed cost per unit bid. 19. WORK IN STREET RIGHT-OF-WAY. All of contractor's construction work in street rights-of-way shall be done in strict accordance with the applicable controlling public agency's construction specifications, permitting, bonding, rules, and regulations. All costs for necessary permits and bonds shall be borne by the Contractor and considered incidental to the fixed item price of the applicable work. Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-14 Contractor shall coordinate with the proper public officials and receive approval from said officials prior to any street closings or detouring required due to the work to be performed. Contractor shall protect existing vegetation from removal or damage wherever possible. Contractor shall confine construction work to specified construction limits as shown on the drawings or defined in the specifications. Should Contractor damage or remove any vegetation outside the construction limits, Contractor shall restore the affected area to its original state at no expense to the Village. D. BOND; INSURANCE; INDEMNIFICATION. 1. PERFORMANCE AND LABOR AND MATERIAL PAYMENT BOND. Upon submission of the executed contract to the Village, Contractor shall furnish to the Village a surety bond in the amount one hundred and ten percent (110%) of the bid for the faithful performance of the Contract and to indemnify the Village against loss. The Contractor shall also furnish a labor and materials bond to ensure payment for all labor and materials, including compliance with the provisions of law relating to the payment of the prevailing rate of wages. The premium of such bonds is to be paid by the Contractor. The surety must be with a substantial surety company satisfactory to the Village and authorized by law to do business in the State of Illinois and endorsed by a local representative of said surety company. All payment and performance bonds shall name the Village of Mount Prospect as Obligee and be written upon forms prepared or approved by the Village. Said bonds may be satisfied with a Letter of Credit, in the form acceptable to the Village, from a bank or savings and loan within the Chicago metropolitan area. The bonds and Letter of Credit shall remain in effect during the full term of the Contract and any extension thereof. Failure to so provide these bonds or Letter of Credit shall result in forfeiture of the bid bond/Letter of Credit to the Village as liquidated damages and not as a penalty, and the termination of the contract and/or withdrawal of the award. 2. INSURANCE REQUIREMENTS. In submission of a bid, the bidder is certifying that it has all insurance coverages required by law or that would normally be expected for bidder's type of work. In addition, the bidder is certifying that, as successful bidder/Contractor, upon execution of the Contract, it will provide Insurance of such types and in such amounts as may be necessary to protect itself and the interests of the Village against all hazards or risks of loss contemplated by the Contract. The Village shall be named as additional insured on all applicable insurance policies. Satisfactory certificates of insurance shall be filed with the Village upon execution of the Contract. The certificates shall state that thirty (30) days advance written notice will be given to the Village before any policy covered thereby is changed or canceled. Insurance coverage shall be in the following minimum amounts: Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-15 Limit/ Limit/ Type of Insurance Ea. Occurrence Aggregate General Liability Bodily Injury $1,000,000 $3,000,000 Property Damage $1,000,000 $3,000,000 Contractual Ins. $1,000,000 $3,000,000 Automobile Liability Bodily Injury Property Damage Workers Compensation Employee Claims Employers Liability $1,000,000 $1,000,000 $1,000,000 $1,000,000 Statutory for Illinois $1,000,000 per accident 3. INDEMNIFICATION. The Contractor shall indemnify and save harmless the Village its officers and employees from any and all liability, losses or damages, including attorneys fees and costs of defense, the Village may suffer as a result of claims, demands, suits, actions or proceedings of any kind or nature, including workers' compensation claims, in any way resulting from or arising out of the operations of the Contractor under the Contract, including operations of subcontractors, and the Contractor shall, at his own expense, appear, defend, and pay all fees of attorneys and all costs and other expenses arising therefrom or incurred in connection therewith, and, if any judgments shall be rendered against the Village in any such action, the Contractor shall, at his own expense, satisfy and discharge same. The Contractor expressly understands and agrees that any bonds, letters of credit or insurance protection required by the Contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to indemnify, keep and save harmless and defend the Village as herein provided. Contractor agrees to defend and hold harmless the Village from and against all demands, claims, suits, costs, expenses, damages and adjustments based upon any infringement of any patent relating to goods specified in the contract, and on account of the Village's use of any copyrighted or uncopyrighted, composition, trade secrets, secret process, proprietary rights, patented of unpatented invention, article or appliance furnished or used under the bid Specifications. E. COMPLIANCE WITH LAWS. 1. COLLUSION. If at any time it shall be found that the person, firm, or corporation to whom the Contract has been awarded has, in presenting any proposal or proposals, unlawfully colluded with any other party or parties, then the Contract so awarded shall be null and void and the Consultant and his sureties shall be liable to the Village for all Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-16 loss or damage which the Village may suffer thereby, and the Village may advertise for new bids for said work. 2. OBSERVANCE OF LAWS, ORDINANCES, AND REGULATIONS; CERTIFICATIONS OF COMPLIANCE WITH APPLICABLE LAWS. The contractor shall, at all times during the life of this contract, observe and abide by all federal, state and local laws which in any way affect the conduct of the work and with all decrees and orders of courts or agencies of competent jurisdiction. Likewise, said contractor shall be governed by all municipal ordinances and regulations which in any way affect the conduct of the work. The contractor shall indemnify and save harmless the owner, its officers, agents, and employees against any claim or liability arising from or based on his violation of any law, ordinance, regulation, decree or order. The bidder and contractor, as successful bidder, shall comply with all applicable state, federal and local laws, including, but not limited to the following: A. BID RIGGING/ROTATING. By submitting a bid, the Contractor certifies that no owner, officer or director is barred from contracting with any unit of state or local government as a result of violating the bid rigging or bid rotating provisions contained in 720 ILCS 5/33E-3 & 33E-4. B. TAX PAYMENT. The Contractor certifies that it is not delinquent in the payment of any taxes to the Illinois Department of Revenue. (65 ILCS 5/11-42.1-1) C. DRUG FREE WORKPLACE ACT. The Contractor will comply with the requirements of the Drug Free Workplace Act if the contract is $5,000 or more and it has more than 24 employees at the time of entering into the contract (30 ILCS 580). D. PREFERENCE TO VETERANS ACT. The Contractor will comply with the Preference to Veterans Act (330 ILCS 55). E. SUBSTANCE ABUSE PREVENTION PROGRAM. By submitting a bid, the Contractor certifies that the company has in place, to the extent not covered by a collective bargaining agreement that deals with the subject of the Act, a substance abuse prevention program that meets or exceeds the requirements of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq. F. NON-DISCRIMINATION. The Contractor will comply with the Illinois Public Works Employment Discrimination Act (775 ILCS 10/1, et seq.) G. EQUAL EMPLOYMENT OPPORTUNITY. The Contractor will comply with Article 2 of the Illinois Human Rights Act (775 ILCS 5/2-101, et seq.), including establishment and maintenance of a sexual harassment policy as required by Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-17 Section 2-105, and the Rules and Regulations of the Illinois Department of Human Rights, including the EQUAL EMPLOYMENT OPPORTUNITY CLAUSE, which is a material term of all public contracts, as follows: EQUAL EMPLOYMENT OPPORTUNITY In the event of the contractor's non-compliance with the provisions of this Equal Employment Opportunity Clause or the Act, the contractor may be declared ineligible for future contracts or subcontracts with the State of Illinois or any of its political subdivisions or municipal corporations, and the contract may be cancelled or voided in whole or in part, and other sanctions or penalties may be imposed or remedies invoked as provided by statute or regulation. During the performance of this contract, the contractor agrees as follows: 1) That he or she will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, marital status, order of protection status, national origin or ancestry, citizenship status, age, physical or mental disability unrelated to ability, military status or an unfavorable discharge from military service; and, further, that he or she will examine all job classifications to determine if minority persons or women are underutilized and will take appropriate affirmative action to rectify any underutilization. 2) That, if he or she hires additional employees in order to perform this contract or any portion of this contract, he or she will determine the availability (in accordance with this Part) of minorities and women in the areas from which he or she may reasonably recruit and he or she will hire for each job classification for which employees are hired in a way that minorities and women are not underutilized. 3) That, in all solicitations or advertisements for employees placed by him or her or on his or her behalf, he or she will state that all applicants will be afforded equal opportunity without discrimination because of race, color, religion, sex, sexual orientation, marital status, order of protection status, national origin or ancestry, citizenship status, age, physical or mental disability unrelated to ability, military status or an unfavorable discharge from military service. 4) That he or she will send to each labor organization or representative of workers with which he or she has or is bound by a collective bargaining or other agreement or understanding, a notice advising the labor organization or representative of the contractor's obligations under the Act and this Part. If any labor organization or representative fails or refuses to cooperate with the contractor in his or her efforts to comply with the Act and this Part, the contractor will promptly notify the Department and the contracting agency and will recruit employees from other sources when necessary to fulfill its obligations under the contract. 5) That he or she will submit reports as required by this Part, furnish all relevant information as may from time to time be requested by the Department or the contracting agency, and in all respects comply with the Act and this Part. 6) That he or she will permit access to all relevant books, records, accounts and work sites by personnel of the contracting agency and the Department for purposes of Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-18 investigation to ascertain compliance with the Act and the Department's Rules and Regulations. 7) That he or she will include verbatim or by reference the provisions of this clause in every subcontract awarded under which any portion of the contract obligations are undertaken or assumed, so that the provisions will be binding upon the subcontractor. In the same manner as with other provisions of this contract, the contractor will be liable for compliance with applicable provisions of this clause by subcontractors; and further it will promptly notify the contracting agency and the Department in the event any subcontractor fails or refuses to comply with the provisions. In addition, the contractor will not utilize any subcontractor declared by the Illinois Human Rights Commission to be ineligible for contracts or subcontracts with the State of Illinois or any of its political subdivisions or municipal corporations. Title 44, Part 750, Section 750, APPENDIX A, Illinois Administrative Code, H. PREVAILING WAGE. This contract calls for the construction of a "public work" within the meaning of the Illinois Prevailing Wage Act, 820 ILCS 130/1, et seq., as amended (the "Act"). The Contractor and all subcontractors are required to pay wage rates in accordance with the Act to all laborers, workers and mechanics. The Village has adopted the prevailing wages as determined by the Illinois Department of Labor ("IDOL") for Cook County. The prevailing rate of wages is revised by the IDOL and is available on the IDOL website, www.state.i1.us/agency/idol/rates/rates.HTM. The Contractor and all subcontractors are solely responsible for checking the Department's website for revisions to prevailing wage rates. In the event that the IDOL should revise the prevailing rate of wages, then the revised rates shall apply to this Contract. In no case shall any revision in the rates of prevailing wages result in an increase in the total Contract price. All bonds provided by the Contractor under the terms of this Contract shall include such provisions as will guarantee the faithful performance of the Contractor's obligations under this clause and under the Prevailing Wage Act, 820 ILCS 130/1 et. seq. Contractor shall comply with all applicable provisions of the Prevailing Wage Act, including, but not limited to, the requirements of Section 5 of the Prevailing Wage Act, 820 ILCS 130/5. The Contractor, and all Subcontractors and Sub - Subcontractors participating on the Project, shall make and keep those records required under Section 5 of the Prevailing Wage Act in paper or electronic format. In conformance with the Act, each contractor and subcontractor, or other entity performing work on the project, shall maintain records of all laborers, mechanics and other workers employed by them on the project, including the following information on each worker: (1) name; (2) address; (3) telephone number when available; (4) social security number; (5) classification or classifications; (6) gross and net wages paid in each pay period; (7) number of hours worked each day; (8) starting and ending times of each day; (9) hourly Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-19 wage rate; (10) hourly overtime wage rate; (11) hourly fringe benefit rates; (12) the name and address of each fringe benefit fund; (13) the plan sponsor of each fringe benefit, if applicable; and (14) the plan administrator of each fringe benefit, if applicable. These records shall be kept by the participating contractor and subcontractor for a period of not less than five (5) years from the date of last payment on the contract or subcontract. No later than the 15th day of each calendar month, each participating contractor and subcontractor shall submit a monthly certified payroll to the Village consisting of the above -referenced information as well as a statement signed by the participating contractor or subcontractor that certifies: (a) the records are true and accurate; (b) the hourly rates paid to each worker is not less than the general prevailing rate of hourly wages required under the Prevailing Wage Act; and (c) the contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false is a Class A misdemeanor. I. COMPLIANCE WITH FREEDOM OF INFORMATION ACT REQUEST. Section 7 of the Illinois Freedom of Information Act (FOIA), 5 ILCS 140/7, applies to public records in the possession of a party with whom the Village of Mount Prospect has contracted. The Village of Mount Prospect will have only a very short period of time from receipt of a FOIA request to comply with the request and there is a significant amount of work required to process a request including collating and reviewing the information. The bidder/contractor acknowledges the requirements of FOIA and agrees to comply with all requests made by the Village of Mount Prospect for public records (as that term is defined by Section 2(c) of FOIA) in the undersigned's possession and to provide the requested public records to the Village Mount Prospect within two (2) business days of the request being made by the Village of Mount Prospect. The bidder/contractor agrees to indemnify and hold harmless the Village of Mount Prospect from all claims, costs, penalties, losses and injuries (including but not limited to, attorney's fees, other professional fees, court costs and/or arbitration or other dispute resolution costs) arising out of or relating to its failure to provide public records to the Village of Mount Prospect under the contract. F. WORK GUARANTY. 1. MAINTENANCE BOND. A maintenance bond or a maintenance letter of credit is required. This maintenance bond or maintenance letter of credit amount shall consist of ten percent (10%) of the final project cost; it shall be posted by the contractor with the Village upon completion of all Work; and it shall be valid and effective for a period of two (2) years after the final acceptance of such Work by the Village for the purpose of guaranteeing against and securing the correction of any defect in material or Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-20 workmanship furnished for such improvements, latent in character and not discernible at the time of final inspection or acceptance by the Village of Mount Prospect. 2. GENERAL GUARANTY. Neither partial or final payment, nor any provision in the contract, nor partial or entire use of the product/Work embraced in the contract by the Village or the Public shall constitute an acceptance of work not done in accordance with the contract, or relieve the contractor of liability in respect to any express warranties or responsibility for failure to comply with the terms of those contract documents. Unless otherwise expressly provided in the Specifications, in the event any defects or imperfections in the materials or workmanship to be furnished by the contractor herein appear within the period of two (2) years from the date of completion of all the Work and acceptance thereof by the Village, the contractor will, upon notice from said Village (which notice may be given by letter to said contractor to the business address of the contractor shown in the proposal), repair and make good at his own cost any such defects or imperfections and replace any defective or imperfect materials or workmanship with other materials or workmanship satisfactory to said Village, and furnish all such new materials and labor as may be necessary to do so; and in the event of the failure, refusal or delay of said workmanship or materials said Village may do so or have same done by others, and said contractor and surety or sureties on the bonds given for the faithful performance of the contract shall be liable to the Village for all damages and expenses occasioned by such failure, refusal or delay. All details of warranties shall be included with the bid. Warranty work shall be at no additional expense to the Village. Manufacturer warranties and guaranties shall be submitted with the bid and shall be considered a part of the contract where such specifications meet the minimum bid Specifications. G. MISCELLANEOUS CONTRACT REQUIREMENTS. 1. CONTRACT ALTERATIONS. No amendment of a contract shall be valid unless made in writing and signed by the Village President, Village Manager, or their authorized representative. 2. LICENSES AND PERMITS. The Contractor shall procure at its own expense all necessary licenses and permits in connection with the work under the Contract. 3. NONASSIGNABILITY. The contractor shall not assign the contract, or any part thereof, to any other person, firm or corporation without the previous written consent of the Village. Such assignment shall not relieve the contractor from its obligations or change the terms of the contract unless agreed by the Village at its sole discretion. Village of Mount Prospect Huntington Lift Station Reconstruction 00 70 00-21 4. NOTICES. All notices required by the contract shall be given in writing. 5. TAXES. The contractor shall pay all federal, state and local taxes as may be applicable on all materials, labor and services furnished by it under the contract, and the amounts of such taxes shall be included in the unit prices bid. H. COORDINATION OF THE GENERAL PROVISIONS. If the Village determines a conflict exists bel Conditions (Section 00 70 00) and the Standard Contract (Section C-700), the Owner's Standard shall prevail. Village of Mount Prospect Huntington Lift Station Reconstruction ween the Owner's Standard General General Conditions of the Construction General Conditions (Section 00 70 00) 00 70 00-22 This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by EJCDC....- ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE Issued and Published Jointly by ACEC AMERICAN COUNCIL OF ENGINEERING COMPANIES ASCE' AMERICAN SOCIETY OF CIVIL ENGINEERS AF I National Society of Professional Engineers® Endorsed by 1WCS1 NUL"P&M EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C_700_i and American Society of Civil Engineers. All rights reserved. These General Conditions have been prepared for use with the Agreement Between Owner and Contractor for Construction Contract (EJCDC® C-520, Stipulated Sum, or C-525, Cost -Plus, 2013 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. To prepare supplementary conditions that are coordinated with the General Conditions, use EJCDC's Guide to the Preparation of Supplementary Conditions (EJCDC® C-800, 2013 Edition). The full EJCDC Construction series of documents is discussed in the Commentary on the 2013 EJCDC Construction Documents (EJCDC® C-001, 2013 Edition). Copyright © 2013: National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org The copyright for this document is owned jointly by the three sponsoring organizations listed above. The National Society of Professional Engineers is the Copyright Administrator for the EJCDC documents; please direct all inquiries regarding EJCDC copyrights to NSPE. NOTE: EJCDC publications may be purchased at www.eocdc.org, or from any of the sponsoring organizations above. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C -700 -ii and American Society of Civil Engineers. All rights reserved. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology......................................................................................... 1 1.01 Defined Terms........................................................................................................................1 1.02 Terminology...........................................................................................................................5 Article 2 — Preliminary Matters....................................................................................................... 6 2.01 Delivery of Bonds and Evidence of Insurance........................................................................6 2.02 Copies of Documents.............................................................................................................6 2.03 Before Starting Construction.................................................................................................6 2.04 Preconstruction Conference; Designation of Authorized Representatives ...........................7 2.05 Initial Acceptance of Schedules.............................................................................................7 2.06 Electronic Transmittals...........................................................................................................7 Article 3 — Documents: Intent, Requirements, Reuse.................................................................... 8 3.01 Intent...................................................................................................................................... 8 3.02 Reference Standards..............................................................................................................8 3.03 Reporting and Resolving Discrepancies.................................................................................8 3.04 Requirements of the Contract Documents............................................................................9 3.05 Reuse of Documents............................................................................................................10 Article 4— Commencement and Progress of the Work................................................................ 10 4.01 Commencement of Contract Times; Notice to Proceed......................................................10 4.02 Starting the Work.................................................................................................................10 4.03 Reference Points..................................................................................................................10 4.04 Progress Schedule................................................................................................................10 4.05 Delays in Contractor's Progress...........................................................................................11 Article 5 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions..................................................................................................................................... 12 5.01 Availability of Lands.............................................................................................................12 5.02 Use of Site and Other Areas.................................................................................................12 5.03 Subsurface and Physical Conditions.....................................................................................13 5.04 Differing Subsurface or Physical Conditions........................................................................14 5.05 Underground Facilities.........................................................................................................15 EJCDC° C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page III C -700 -iii 5.06 Hazardous Environmental Conditions at Site......................................................................17 Article 6 — Bonds and Insurance................................................................................................... 19 6.01 Performance, Payment, and Other Bonds...........................................................................19 6.02 Insurance—General Provisions............................................................................................19 6.03 Contractor's Insurance.........................................................................................................20 6.04 Owner's Liability Insurance..................................................................................................23 6.05 Property Insurance...............................................................................................................23 6.06 Waiver of Rights...................................................................................................................25 6.07 Receipt and Application of Property Insurance Proceeds...................................................25 Article 7 — Contractor's Responsibilities....................................................................................... 26 7.01 Supervision and Superintendence.......................................................................................26 7.02 Labor; Working Hours..........................................................................................................26 7.03 Services, Materials, and Equipment.....................................................................................26 7.04 "Or Equals"...........................................................................................................................27 7.05 Substitutes........................................................................................................................... 28 7.06 Concerning Subcontractors, Suppliers, and Others.............................................................29 7.07 Patent Fees and Royalties....................................................................................................31 7.08 Permits.................................................................................................................................31 7.09 Taxes.................................................................................................................................... 32 7.10 Laws and Regulations........................................................................................................... 32 7.11 Record Documents...............................................................................................................32 7.12 Safety and Protection........................................................................................................... 32 7.13 Safety Representative.......................................................................................................... 33 7.14 Hazard Communication Programs.......................................................................................33 7.15 Emergencies.........................................................................................................................34 7.16 Shop Drawings, Samples, and Other Submittals..................................................................34 7.17 Contractor's General Warranty and Guarantee...................................................................36 7.18 Indemnification.................................................................................................................... 37 7.19 Delegation of Professional Design Services......................................................................... 37 Article 8 — Other Work at the Site................................................................................................ 38 8.01 Other Work.......................................................................................................................... 38 8.02 Coordination........................................................................................................................ 39 8.03 Legal Relationships...............................................................................................................39 EJCDC° C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page IV C -700 -Iv Article 9 — Owner's Responsibilities.............................................................................................. 40 9.01 Communications to Contractor............................................................................................40 9.02 Replacement of Engineer.....................................................................................................40 9.03 Furnish Data.........................................................................................................................40 9.04 Pay When Due......................................................................................................................40 9.05 Lands and Easements; Reports, Tests, and Drawings..........................................................40 9.06 Insurance.............................................................................................................................. 40 9.07 Change Orders......................................................................................................................40 9.08 Inspections, Tests, and Approvals........................................................................................41 9.09 Limitations on Owner's Responsibilities..............................................................................41 9.10 Undisclosed Hazardous Environmental Condition...............................................................41 9.11 Evidence of Financial Arrangements....................................................................................41 9.12 Safety Programs...................................................................................................................41 Article 10 — Engineer's Status During Construction...................................................................... 41 10.01 Owner's Representative.......................................................................................................41 10.02 Visits to Site..........................................................................................................................41 10.03 Project Representative.........................................................................................................42 10.04 Rejecting Defective Work.....................................................................................................42 10.05 Shop Drawings, Change Orders and Payments....................................................................42 10.06 Determinations for Unit Price Work....................................................................................42 10.07 Decisions on Requirements of Contract Documents and Acceptability of Work ................42 10.08 Limitations on Engineer's Authority and Responsibilities....................................................42 10.09 Compliance with Safety Program.........................................................................................43 Article 11— Amending the Contract Documents; Changes in the Work ...................................... 43 11.01 Amending and Supplementing Contract Documents..........................................................43 11.02 Owner -Authorized Changes in the Work.............................................................................44 11.03 Unauthorized Changes in the Work.....................................................................................44 11.04 Change of Contract Price.....................................................................................................44 11.05 Change of Contract Times....................................................................................................45 11.06 Change Proposals.................................................................................................................45 11.07 Execution of Change Orders.................................................................................................46 11.08 Notification to Surety...........................................................................................................47 Article12 — Claims......................................................................................................................... 47 EJCDC° C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page V C -700-v 12.01 Claims...................................................................................................................................47 Article 13 — Cost of the Work; Allowances; Unit Price Work ........................................................ 48 13.01 Cost of the Work..................................................................................................................48 13.02 Allowances........................................................................................................................... 50 13.03 Unit Price Work....................................................................................................................51 Article 14 —Tests and Inspections; Correction, Removal or Acceptance of Defective Work....... 52 14.01 Access to Work..................................................................................................................... 52 14.02 Tests, Inspections, and Approvals........................................................................................52 14.03 Defective Work.....................................................................................................................53 14.04 Acceptance of Defective Work............................................................................................. 53 14.05 Uncovering Work................................................................................................................. 53 14.06 Owner May Stop the Work.................................................................................................. 54 14.07 Owner May Correct Defective Work.................................................................................... 54 Article 15 — Payments to Contractor; Set -Offs; Completion; Correction Period .......................... 55 15.01 Progress Payments...............................................................................................................55 15.02 Contractor's Warranty of Title............................................................................................. 58 15.03 Substantial Completion........................................................................................................58 15.04 Partial Use or Occupancy.....................................................................................................59 15.05 Final Inspection....................................................................................................................59 15.06 Final Payment.......................................................................................................................59 15.07 Waiver of Claims.................................................................................................................. 61 15.08 Correction Period.................................................................................................................61 Article 16 — Suspension of Work and Termination....................................................................... 62 16.01 Owner May Suspend Work..................................................................................................62 16.02 Owner May Terminate for Cause.........................................................................................62 16.03 Owner May Terminate For Convenience.............................................................................63 16.04 Contractor May Stop Work or Terminate............................................................................63 Article 17 — Final Resolution of Disputes...................................................................................... 64 17.01 Methods and Procedures.....................................................................................................64 Article18 — Miscellaneous............................................................................................................ 64 18.01 Giving Notice........................................................................................................................64 18.02 Computation of Times.......................................................................................................... 64 18.03 Cumulative Remedies..........................................................................................................64 EJCDC° C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page VI C -700-v1 18.04 Limitation of Damages.........................................................................................................65 18.05 No Waiver............................................................................................................................ 65 18.06 Survival of Obligations.........................................................................................................65 18.07 Controlling Law....................................................................................................................65 18.08 Headings...............................................................................................................................65 EJCDC° C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page VII C -700 -vii ARTICLE 1– DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents, a term printed with initial capital letters, including the term's singular and plural forms, will have the meaning indicated in the definitions below. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument, executed by Owner and Contractor, that sets forth the Contract Price and Contract Times, identifies the parties and the Engineer, and designates the specific items that are Contract Documents. 3. Application for Payment—The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Bid—The offer of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 5. Bidder—An individual or entity that submits a Bid to Owner. 6. Bidding Documents—The Bidding Requirements, the proposed Contract Documents, and all Addenda. 7. Bidding Requirements—The advertisement or invitation to bid, Instructions to Bidders, Bid Bond or other Bid security, if any, the Bid Form, and the Bid with any attachments. 8. Change Order—A document which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, or other revision to the Contract, issued on or after the Effective Date of the Contract. 9. Change Proposal—A written request by Contractor, duly submitted in compliance with the procedural requirements set forth herein, seeking an adjustment in Contract Price or Contract Times, or both; contesting an initial decision by Engineer concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; challenging a set-off against payments due; or seeking other relief with respect to the terms of the Contract. 10. Claim—(a) A demand or assertion by Owner directly to Contractor, duly submitted in compliance with the procedural requirements set forth herein: seeking an adjustment of Contract Price or Contract Times, or both; contesting an initial decision by Engineer concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; contesting Engineer's decision regarding a Change Proposal; seeking resolution of a contractual issue that Engineer has declined to address; or seeking other relief with respect to the terms of the Contract; or (b) a demand or assertion by Contractor directly to Owner, duly submitted in compliance with the procedural requirements set forth herein, contesting Engineer's decision regarding a Change Proposal; or seeking resolution of a contractual issue that Engineer EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-1 and American Society of Civil Engineers. All rights reserved. Pagel of 65 has declined to address. A demand for money or services by a third party is not a Claim. 11. Constituent of Concern—Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous waste, and any substance, product, waste, or other material of any nature whatsoever that is or becomes listed, regulated, or addressed pursuant to (a) the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§9601 et seq. ("CERCLA"); (b) the Hazardous Materials Transportation Act, 49 U.S.C. §§5101 et seq.; (c) the Resource Conservation and Recovery Act, 42 U.S.C. §§6901 et seq. ("RCRA"); (d) the Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; (e) the Clean Water Act, 33 U.S.C. §§1251 et seq.; (f) the Clean Air Act, 42 U.S.C. §§7401 et seq.; or (g) any other federal, state, or local statute, law, rule, regulation, ordinance, resolution, code, order, or decree regulating, relating to, or imposing liability or standards of conduct concerning, any hazardous, toxic, or dangerous waste, substance, or material. 12. Contract—The entire and integrated written contract between the Owner and Contractor concerning the Work. 13. Contract Documents—Those items so designated in the Agreement, and which together comprise the Contract. 14. Contract Price—The money that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents. . 15. Contract Times—The number of days or the dates by which Contractor shall: (a) achieve Milestones, if any; (b) achieve Substantial Completion; and (c) complete the Work. 16. Contractor—The individual or entity with which Owner has contracted for performance of the Work. 17. Cost of the Work—See Paragraph 13.01 for definition. 18. Drawings—The part of the Contract that graphically shows the scope, extent, and character of the Work to be performed by Contractor. 19. Effective Date of the Contract—The date, indicated in the Agreement, on which the Contract becomes effective. 20. Engineer—The individual or entity named as such in the Agreement. 21. Field Order—A written order issued by Engineer which requires minor changes in the Work but does not change the Contract Price or the Contract Times. 22. Hazardous Environmental Condition—The presence at the Site of Constituents of Concern in such quantities or circumstances that may present a danger to persons or property exposed thereto. The presence at the Site of materials that are necessary for the execution of the Work, or that are to be incorporated in the Work, and that are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract, does not establish a Hazardous Environmental Condition. 23. Laws and Regulations; Laws or Regulations—Any and all applicable laws, statutes, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-2 and American Society of Civil Engineers. All rights reserved. Page 2 of 65 24. Liens—Charges, security interests, or encumbrances upon Contract -related funds, real property, or personal property. 25. Milestone—A principal event in the performance of the Work that the Contract requires Contractor to achieve by an intermediate completion date or by a time prior to Substantial Completion of all the Work. 26. Notice of Award—The written notice by Owner to a Bidder of Owner's acceptance of the Bid. 27. Notice to Proceed—A written notice by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work. 28. Owner—The individual or entity with which Contractor has contracted regarding the Work, and which has agreed to pay Contractor for the performance of the Work, pursuant to the terms of the Contract. 29. Progress Schedule—A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 30. Project—The total undertaking to be accomplished for Owner by engineers, contractors, and others, including planning, study, design, construction, testing, commissioning, and start-up, and of which the Work to be performed under the Contract Documents is a part. 31. Project Manual—The written documents prepared for, or made available for, procuring and constructing the Work, including but not limited to the Bidding Documents or other construction procurement documents, geotechnical and existing conditions information, the Agreement, bond forms, General Conditions, Supplementary Conditions, and Specifications. The contents of the Project Manual may be bound in one or more volumes. 32. Resident Project Representative—The authorized representative of Engineer assigned to assist Engineer at the Site. As used herein, the term Resident Project Representative or "RPR" includes any assistants or field staff of Resident Project Representative. 33. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and that establish the standards by which such portion of the Work will be judged. 34. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements for Engineer's review of the submittals and the performance of related construction activities. 35. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 36. Shop Drawings—All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-3 and American Society of Civil Engineers. All rights reserved. Page 3 of 65 37. Site—Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements, and such other lands furnished by Owner which are designated for the use of Contractor. 38. Specifications—The part of the Contract that consists of written requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. 39. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work. 40. Substantial Completion—The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 41. Successful Bidder—The Bidder whose Bid the Owner accepts, and to which the Owner makes an award of contract, subject to stated conditions. 42. Supplementary Conditions—The part of the Contract that amends or supplements these General Conditions. 43. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or a Subcontractor. 44. Technical Data—Those items expressly identified as Technical Data in the Supplementary Conditions, with respect to either (a) subsurface conditions at the Site, or physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) or (b) Hazardous Environmental Conditions at the Site. If no such express identifications of Technical Data have been made with respect to conditions at the Site, then the data contained in boring logs, recorded measurements of subsurface water levels, laboratory test results, and other factual, objective information regarding conditions at the Site that are set forth in any geotechnical or environmental report prepared for the Project and made available to Contractor are hereby defined as Technical Data with respect to conditions at the Site under Paragraphs 5.03, 5.04, and 5.06. 45. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, fiber optic transmissions, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 46. Unit Price Work—Work to be paid for on the basis of unit prices. 47. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction; furnishing, installing, and incorporating all materials and equipment into such construction; and may include related services such as testing, start-up, and commissioning, all as required by the Contract Documents. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-4 and American Society of Civil Engineers. All rights reserved. Page 4 of 65 48. Work Change Directive—A written directive to Contractor issued on or after the Effective Date of the Contract, signed by Owner and recommended by Engineer, ordering an addition, deletion, or revision in the Work. 1.02 Terminology A. The words and terms discussed in the following paragraphs are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Article 10 or any other provision of the Contract Documents. C. Day: 1. The word "day' means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or C. has been damaged prior to Engineer's recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 15.03 or 15.04). E. Furnish, Install, Perform, Provide: 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-5 and American Society of Civil Engineers. All rights reserved. Page 5 of 65 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. If the Contract Documents establish an obligation of Contractor with respect to specific services, materials, or equipment, but do not expressly use any of the four words "furnish," "install," "perform," or "provide," then Contractor shall furnish and install said services, materials, or equipment complete and ready for intended use. F. Unless stated otherwise in the Contract Documents, words or phrases that have a well- known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. Bonds: When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. B. Evidence of Contractor's Insurance: When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner, with copies to each named insured and additional insured (as identified in the Supplementary Conditions or elsewhere in the Contract), the certificates and other evidence of insurance required to be provided by Contractor in accordance with Article 6. C. Evidence of Owner's Insurance: After receipt of the executed counterparts of the Agreement and all required bonds and insurance documentation, Owner shall promptly deliver to Contractor, with copies to each named insured and additional insured (as identified in the Supplementary Conditions or otherwise), the certificates and other evidence of insurance required to be provided by Owner under Article 6. 2.02 Copies of Documents A. Owner shall furnish to Contractor four printed copies of the Contract (including one fully executed counterpart of the Agreement), and one copy in electronic portable document format (PDF). Additional printed copies will be furnished upon request at the cost of reproduction. B. Owner shall maintain and safeguard at least one original printed record version of the Contract, including Drawings and Specifications signed and sealed by Engineer and other design professionals. Owner shall make such original printed record version of the Contract available to Contractor for review. Owner may delegate the responsibilities under this provision to Engineer. 2.03 Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Date of the Contract (or as otherwise specifically required by the Contract Documents), Contractor shall submit to Engineer for timely review: 1. a preliminary Progress Schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract; 2. a preliminary Schedule of Submittals; and EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-6 and American Society of Civil Engineers. All rights reserved. Page 6 of 65 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.04 Preconstruction Conference; Designation of Authorized Representatives A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.03.A, procedures for handling Shop Drawings, Samples, and other submittals, processing Applications for Payment, electronic or digital transmittals, and maintaining required records. B. At this conference Owner and Contractor each shall designate, in writing, a specific individual to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit and receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party. 2.05 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference, attended by Contractor, Engineer, and others as appropriate, will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.03.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to the component parts of the Work. 2.06 Electronic Transmittals A. Except as otherwise stated elsewhere in the Contract, the Owner, Engineer, and Contractor may transmit, and shall accept, Project -related correspondence, text, data, documents, drawings, information, and graphics, including but not limited to Shop Drawings and other submittals, in electronic media or digital format, either directly, or through access to a secure Project website. B. If the Contract does not establish protocols for electronic or digital transmittals, then Owner, Engineer, and Contractor shall jointly develop such protocols. C. When transmitting items in electronic media or digital format, the transmitting party makes no representations as to long term compatibility, usability, or readability of the items resulting from the recipient's use of software application packages, operating systems, or EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-7 and American Society of Civil Engineers. All rights reserved. Page 7 of 65 computer hardware differing from those used in the drafting or transmittal of the items, or from those established in applicable transmittal protocols. ARTICLE 3 — DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. C. Unless otherwise stated in the Contract Documents, if there is a discrepancy between the electronic or digital versions of the Contract Documents (including any printed copies derived from such electronic or digital versions) and the printed record version, the printed record version shall govern. D. The Contract supersedes prior negotiations, representations, and agreements, whether written or oral. E. Engineer will issue clarifications and interpretations of the Contract Documents as provided herein. 3.02 Reference Standards A. Standards Specifications, Codes, Laws and Regulations 1. Reference in the Contract Documents to standard specifications, manuals, reference standards, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard specification, manual, reference standard, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Contract if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard specification, manual, reference standard, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, from those set forth in the part of the Contract Documents prepared by or for Engineer. No such provision or instruction shall be effective to assign to Owner, Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the part of the Contract Documents prepared by or for Engineer. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Verification of Figures and Field Measurements: Before undertaking each part of the Work, Contractor shall carefully study the Contract Documents, and check and verify pertinent figures and dimensions therein, particularly with respect to applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy that Contractor discovers, or has actual knowledge of, and shall not proceed with any Work affected thereby until the conflict, EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-8 and American Society of Civil Engineers. All rights reserved. Page 8 of 65 error, ambiguity, or discrepancy is resolved, by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract Documents issued pursuant to Paragraph 11.01. 2. Contractor's Review of Contract Documents: If, before or during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) actual field conditions, (c) any standard specification, manual, reference standard, or code, or (d) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 7.15) until the conflict, error, ambiguity, or discrepancy is resolved, by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract Documents issued pursuant to Paragraph 11.01. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the part of the Contract Documents prepared by or for Engineer shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between such provisions of the Contract Documents and: a. the provisions of any standard specification, manual, reference standard, or code, or the instruction of any Supplier (whether or not specifically incorporated by reference as a Contract Document); or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Requirements of the Contract Documents A. During the performance of the Work and until final payment, Contractor and Owner shall submit to the Engineer all matters in question concerning the requirements of the Contract Documents (sometimes referred to as requests for information or interpretation—RFIs), or relating to the acceptability of the Work under the Contract Documents, as soon as possible after such matters arise. Engineer will be the initial interpreter of the requirements of the Contract Documents, and judge of the acceptability of the Work thereunder. B. Engineer will, with reasonable promptness, render a written clarification, interpretation, or decision on the issue submitted, or initiate an amendment or supplement to the Contract Documents. Engineer's written clarification, interpretation, or decision will be final and binding on Contractor, unless it appeals by submitting a Change Proposal, and on Owner, unless it appeals by filing a Claim. C. If a submitted matter in question concerns terms and conditions of the Contract Documents that do not involve (1) the performance or acceptability of the Work under the Contract Documents, (2) the design (as set forth in the Drawings, Specifications, or otherwise), or (3) other engineering or technical matters, then Engineer will promptly give written notice to Owner and Contractor that Engineer is unable to provide a decision or interpretation. If Owner and Contractor are unable to agree on resolution of such a matter in question, either party may pursue resolution as provided in Article 12. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-9 and American Society of Civil Engineers. All rights reserved. Page 9 of 65 3.05 Reuse of Documents A. Contractor and its Subcontractors and Suppliers shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions, or reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer; or 2. have or acquire any title or ownership rights in any other Contract Documents, reuse any such Contract Documents for any purpose without Owner's express written consent, or violate any copyrights pertaining to such Contract Documents. B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. ARTICLE 4 — COMMENCEMENT AND PROGRESS OF THE WORK 4.01 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Contract or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Contract. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Contract, whichever date is earlier. 4.02 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to such date. 4.03 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.04 Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.05 as it may be adjusted from time to time as provided below. 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.05) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-10 and American Society of Civil Engineers. All rights reserved. Page 10 of 65 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 11. B. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, or during any appeal process, except as permitted by Paragraph 16.04, or as Owner and Contractor may otherwise agree in writing. 4.05 Delays in Contractor's Progress A. If Owner, Engineer, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Times and Contract Price. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. B. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delay, disruption, or interference caused by or within the control of Contractor. Delay, disruption, and interference attributable to and within the control of a Subcontractor or Supplier shall be deemed to be within the control of Contractor. C. If Contractor's performance or progress is delayed, disrupted, or interfered with by unanticipated causes not the fault of and beyond the control of Owner, Contractor, and those for which they are responsible, then Contractor shall be entitled to an equitable adjustment in Contract Times. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays, disruption, and interference described in this paragraph. Causes of delay, disruption, or interference that may give rise to an adjustment in Contract Times under this paragraph include but are not limited to the following: 1. severe and unavoidable natural catastrophes such as fires, floods, epidemics, and earthquakes; 2. abnormal weather conditions; 3. acts or failures to act of utility owners (other than those performing other work at or adjacent to the Site by arrangement with the Owner, as contemplated in Article 8); and 4. acts of war or terrorism. D. Delays, disruption, and interference to the performance or progress of the Work resulting from the existence of a differing subsurface or physical condition, an Underground Facility that was not shown or indicated by the Contract Documents, or not shown or indicated with reasonable accuracy, and those resulting from Hazardous Environmental Conditions, are governed by Article 5. E. Paragraph 8.03 governs delays, disruption, and interference to the performance or progress of the Work resulting from the performance of certain other work at or adjacent to the Site. F. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for any delay, disruption, or interference if such delay is concurrent with a delay, disruption, or interference caused by or within the control of Contractor. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-11 and American Society of Civil Engineers. All rights reserved. Page 11 of 65 G. Contractor must submit any Change Proposal seeking an adjustment in Contract Price or Contract Times under this paragraph within 30 days of the commencement of the delaying, disrupting, or interfering event. ARTICLE 5 —AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS 5.01 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which permanent improvements are to be made and Owner's interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 5.02 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, temporary construction facilities, the storage of materials and equipment, and the operations of workers to the Site, adjacent areas that Contractor has arranged to use through construction easements or otherwise, and other adjacent areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and such other adjacent areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for (a) damage to the Site; (b) damage to any such other adjacent areas used for Contractor's operations; (c) damage to any other adjacent land or areas; and (d) for injuries and losses sustained by the owners or occupants of any such land or areas; provided that such damage or injuries result from the performance of the Work or from other actions or conduct of the Contractor or those for which Contractor is responsible. 2. If a damage or injury claim is made by the owner or occupant of any such land or area because of the performance of the Work, or because of other actions or conduct of the Contractor or those for which Contractor is responsible, Contractor shall (a) take immediate corrective or remedial action as required by Paragraph 7.12, or otherwise; (b) promptly attempt to settle the claim as to all parties through negotiations with such owner or occupant, or otherwise resolve the claim by arbitration or other dispute resolution proceeding, or at law; and (c) to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against any such claim, and against all costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused directly or indirectly, in whole or in part EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-12 and American Society of Civil Engineers. All rights reserved. Page 12 of 65 by, or based upon, Contractor's performance of the Work, or because of other actions or conduct of the Contractor or those for which Contractor is responsible. B. Removal of Debris During Performance of the Work: During the progress of the Work the Contractor shall keep the Site and other adjacent areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site and adjacent areas all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading of Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent structures or land to stresses or pressures that will endanger them. 5.03 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner of explorations and tests of subsurface conditions at or adjacent to the Site; 2. those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities); and 3. Technical Data contained in such reports and drawings. B. Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the Technical Data expressly identified in the Supplementary Conditions with respect to such reports and drawings, but such reports and drawings are not Contract Documents. If no such express identification has been made, then Contractor may rely upon the accuracy of the Technical Data (as defined in Article 1) contained in any geotechnical or environmental report prepared for the Project and made available to Contractor. Except for such reliance on Technical Data, Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any Technical Data or any such other data, interpretations, opinions, or information. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-13 and American Society of Civil Engineers. All rights reserved. Page 13 of 65 5.04 Differing Subsurface or Physical Conditions A. Notice by Contractor: If Contractor believes that any subsurface or physical condition that is uncovered or revealed at the Site either: 1. is of such a nature as to establish that any Technical Data on which Contractor is entitled to rely as provided in Paragraph 5.03 is materially inaccurate; or 2. is of such a nature as to require a change in the Drawings or Specifications; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 7.15), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except with respect to an emergency) until receipt of a written statement permitting Contractor to do so. B. Engineer's Review: After receipt of written notice as required by the preceding paragraph, Engineer will promptly review the subsurface or physical condition in question; determine the necessity of Owner's obtaining additional exploration or tests with respect to the condition; conclude whether the condition falls within any one or more of the differing site condition categories in Paragraph 5.04.A above; obtain any pertinent cost or schedule information from Contractor; prepare recommendations to Owner regarding the Contractor's resumption of Work in connection with the subsurface or physical condition in question and the need for any change in the Drawings or Specifications; and advise Owner in writing of Engineer's findings, conclusions, and recommendations. C. Owner's Statement to Contractor Regarding Site Condition: After receipt of Engineer's written findings, conclusions, and recommendations, Owner shall issue a written statement to Contractor (with a copy to Engineer) regarding the subsurface or physical condition in question, addressing the resumption of Work in connection with such condition, indicating whether any change in the Drawings or Specifications will be made, and adopting or rejecting Engineer's written findings, conclusions, and recommendations, in whole or in part. D. Possible Price and Times Adjustments: 1. Contractor shall be entitled to an equitable adjustment in Contract Price or Contract Times, or both, to the extent that the existence of a differing subsurface or physical condition, or any related delay, disruption, or interference, causes an increase or decrease in Contractor's cost of, or time required for, performance of the Work; subject, however, to the following: a. such condition must fall within any one or more of the categories described in Paragraph 5.04.A; b. with respect to Work that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraph 13.03; and, EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-14 and American Society of Civil Engineers. All rights reserved. Page 14 of 65 c. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times with respect to a subsurface or physical condition if: a. Contractor knew of the existence of such condition at the time Contractor made a commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract, or otherwise; or b. the existence of such condition reasonably could have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such commitment; or c. Contractor failed to give the written notice as required by Paragraph 5.04.A. 3. If Owner and Contractor agree regarding Contractor's entitlement to and the amount or extent of any adjustment in the Contract Price or Contract Times, or both, then any such adjustment shall be set forth in a Change Order. 4. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of any adjustment in the Contract Price or Contract Times, or both, no later than 30 days after Owner's issuance of the Owner's written statement to Contractor regarding the subsurface or physical condition in question. 5.05 Underground Facilities A. Contractor's Responsibilities: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or adjacent to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer do not warrant or guarantee the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all information and data regarding existing Underground Facilities at the Site; b. locating all Underground Facilities shown or indicated in the Contract Documents as being at the Site; c. coordination of the Work with the owners (including Owner) of such Underground Facilities, during construction; and d. the safety and protection of all existing Underground Facilities at the Site, and repairing any damage thereto resulting from the Work. B. Notice by Contractor: If Contractor believes that an Underground Facility that is uncovered or revealed at the Site was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy, then Contractor shall, promptly after EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-15 and American Society of Civil Engineers. All rights reserved. Page 15 of 65 becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 7.15), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. C. Engineer's Review: Engineer will promptly review the Underground Facility and conclude whether such Underground Facility was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy; obtain any pertinent cost or schedule information from Contractor; prepare recommendations to Owner regarding the Contractor's resumption of Work in connection with the Underground Facility in question; determine the extent, if any, to which a change is required in the Drawings or Specifications to reflect and document the consequences of the existence or location of the Underground Facility; and advise Owner in writing of Engineer's findings, conclusions, and recommendations. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. D. Owner's Statement to Contractor Regarding Underground Facility: After receipt of Engineer's written findings, conclusions, and recommendations, Owner shall issue a written statement to Contractor (with a copy to Engineer) regarding the Underground Facility in question, addressing the resumption of Work in connection with such Underground Facility, indicating whether any change in the Drawings or Specifications will be made, and adopting or rejecting Engineer's written findings, conclusions, and recommendations in whole or in part. E. Possible Price and Times Adjustments: 1. Contractor shall be entitled to an equitable adjustment in the Contract Price or Contract Times, or both, to the extent that any existing Underground Facility at the Site that was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy, or any related delay, disruption, or interference, causes an increase or decrease in Contractor's cost of, or time required for, performance of the Work; subject, however, to the following: a. Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated the existence or actual location of the Underground Facility in question; b. With respect to Work that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraph 13.03; c. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times; and d. Contractor gave the notice required in Paragraph 5.05.13. 2. If Owner and Contractor agree regarding Contractor's entitlement to and the amount or extent of any adjustment in the Contract Price or Contract Times, or both, then any such adjustment shall be set forth in a Change Order. 3. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of any adjustment in the Contract Price or Contract Times, or both, no later than 30 days after Owner's issuance of the Owner's written statement to Contractor regarding the Underground Facility in question. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-16 and American Society of Civil Engineers. All rights reserved. Page 16 of 65 5.06 Hazardous Environmental Conditions at Site A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; and 2. Technical Data contained in such reports and drawings. B. Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the Technical Data expressly identified in the Supplementary Conditions with respect to such reports and drawings, but such reports and drawings are not Contract Documents. If no such express identification has been made, then Contractor may rely on the accuracy of the Technical Data (as defined in Article 1) contained in any geotechnical or environmental report prepared for the Project and made available to Contractor. Except for such reliance on Technical Data, Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any Technical Data or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for removing or remediating any Hazardous Environmental Condition encountered, uncovered, or revealed at the Site unless such removal or remediation is expressly identified in the Contract Documents to be within the scope of the Work. D. Contractor shall be responsible for controlling, containing, and duly removing all Constituents of Concern brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible, and for any associated costs; and for the costs of removing and remediating any Hazardous Environmental Condition created by the presence of any such Constituents of Concern. E. If Contractor encounters, uncovers, or reveals a Hazardous Environmental Condition whose removal or remediation is not expressly identified in the Contract Documents as being within the scope of the Work, or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, then Contractor shall immediately: (1) secure or otherwise isolate such condition; (2) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 7.15); and (3) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to timely obtain required permits and provide Contractor the written notice required by Paragraph 5.06.F. If Contractor or anyone for whom Contractor is responsible created the Hazardous Environmental Condition in question, then Owner may remove and remediate the Hazardous Environmental Condition, and impose a set-off against payments to account for the associated costs. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-17 and American Society of Civil Engineers. All rights reserved. Page 17 of 65 F. Contractor shall not resume Work in connection with such Hazardous Environmental Condition or in any affected area until after Owner has obtained any required permits related thereto, and delivered written notice to Contractor either (1) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work, or (2) specifying any special conditions under which such Work may be resumed safely. G. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, then within 30 days of Owner's written notice regarding the resumption of Work, Contractor may submit a Change Proposal, or Owner may impose a set-off. H. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work, following the contractual change procedures in Article 11. Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 8. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition (1) was not shown or indicated in the Drawings, Specifications, or other Contract Documents, identified as Technical Data entitled to limited reliance pursuant to Paragraph 5.06.13, or identified in the Contract Documents to be included within the scope of the Work, and (2) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 5.06.1 shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. J. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the failure to control, contain, or remove a Constituent of Concern brought to the Site by Contractor or by anyone for whom Contractor is responsible, or to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 5.06.J shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. K. The provisions of Paragraphs 5.03, 5.04, and 5.05 do not apply to the presence of Constituents of Concern or to a Hazardous Environmental Condition uncovered or revealed at the Site. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-18 and American Society of Civil Engineers. All rights reserved. Page 18 of 65 ARTICLE 6 – BONDS AND INSURANCE 6.01 Performance, Payment, and Other Bonds A. Contractor shall furnish a performance bond and a payment bond, each in an amount at least equal to the Contract Price, as security for the faithful performance and payment of all of Contractor's obligations under the Contract. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 15.08, whichever is later, except as provided otherwise by Laws or Regulations, the Supplementary Conditions, or other specific provisions of the Contract. Contractor shall also furnish such other bonds as are required by the Supplementary Conditions or other specific provisions of the Contract. B. All bonds shall be in the form prescribed by the Contract except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (as amended and supplemented) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. A bond signed by an agent or attorney-in-fact must be accompanied by a certified copy of that individual's authority to bind the surety. The evidence of authority shall show that it is effective on the date the agent or attorney-in-fact signed the accompanying bond. C. Contractor shall obtain the required bonds from surety companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds in the required amounts. D. If the surety on a bond furnished by Contractor is declared bankrupt or becomes insolvent, or its right to do business is terminated in any state or jurisdiction where any part of the Project is located, or the surety ceases to meet the requirements above, then Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the bond and surety requirements above. E. If Contractor has failed to obtain a required bond, Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 16. F. Upon request, Owner shall provide a copy of the payment bond to any Subcontractor, Supplier, or other person or entity claiming to have furnished labor or materials used in the performance of the Work. 6.02 Insurance—General Provisions A. Owner and Contractor shall obtain and maintain insurance as required in this Article and in the Supplementary Conditions. B. All insurance required by the Contract to be purchased and maintained by Owner or Contractor shall be obtained from insurance companies that are duly licensed or authorized, in the state or jurisdiction in which the Project is located, to issue insurance policies for the required limits and coverages. Unless a different standard is indicated in the Supplementary Conditions, all companies that provide insurance policies required under this Contract shall have an A.M. Best rating of A -VII or better. C. Contractor shall deliver to Owner, with copies to each named insured and additional insured (as identified in this Article, in the Supplementary Conditions, or elsewhere in the Contract), certificates of insurance establishing that Contractor has obtained and is EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-19 and American Society of Civil Engineers. All rights reserved. Page 19 of 65 maintaining the policies, coverages, and endorsements required by the Contract. Upon request by Owner or any other insured, Contractor shall also furnish other evidence of such required insurance, including but not limited to copies of policies and endorsements, and documentation of applicable self-insured retentions and deductibles. Contractor may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision. D. Owner shall deliver to Contractor, with copies to each named insured and additional insured (as identified in this Article, the Supplementary Conditions, or elsewhere in the Contract), certificates of insurance establishing that Owner has obtained and is maintaining the policies, coverages, and endorsements required of Owner by the Contract (if any). Upon request by Contractor or any other insured, Owner shall also provide other evidence of such required insurance (if any), including but not limited to copies of policies and endorsements, and documentation of applicable self-insured retentions and deductibles. Owner may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision. E. Failure of Owner or Contractor to demand such certificates or other evidence of the other party's full compliance with these insurance requirements, or failure of Owner or Contractor to identify a deficiency in compliance from the evidence provided, shall not be construed as a waiver of the other party's obligation to obtain and maintain such insurance. F. If either party does not purchase or maintain all of the insurance required of such party by the Contract, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. G. If Contractor has failed to obtain and maintain required insurance, Owner may exclude the Contractor from the Site, impose an appropriate set-off against payment, and exercise Owner's termination rights under Article 16. H. Without prejudice to any other right or remedy, if a party has failed to obtain required insurance, the other party may elect to obtain equivalent insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and the Contract Price shall be adjusted accordingly. I. Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor or Contractor's interests. J. The insurance and insurance limits required herein shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner and other individuals and entities in the Contract. 6.03 Contractor's Insurance A. Workers' Compensation: Contractor shall purchase and maintain workers' compensation and employer's liability insurance for: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts. 2. United States Longshoreman and Harbor Workers' Compensation Act and Jones Act coverage (if applicable). 3. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees (by stop -gap endorsement in monopolist worker's compensation states). EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-20 and American Society of Civil Engineers. All rights reserved. Page 20 of 65 4. Foreign voluntary worker compensation (if applicable). B. Commercial General Liability—Claims Covered: Contractor shall purchase and maintain commercial general liability insurance, covering all operations by or on behalf of Contractor, on an occurrence basis, against: 1. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees. 2. claims for damages insured by reasonably available personal injury liability coverage. 3. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom. C. Commercial General Liability—Form and Content: Contractor's commercial liability policy shall be written on a 1996 (or later) ISO commercial general liability form (occurrence form) and include the following coverages and endorsements: 1. Products and completed operations coverage: a. Such insurance shall be maintained for three years after final payment. b. Contractor shall furnish Owner and each other additional insured (as identified in the Supplementary Conditions or elsewhere in the Contract) evidence of continuation of such insurance at final payment and three years thereafter. 2. Blanket contractual liability coverage, to the extent permitted by law, including but not limited to coverage of Contractor's contractual indemnity obligations in Paragraph 7.18. 3. Broad form property damage coverage. 4. Severability of interest. 5. Underground, explosion, and collapse coverage. 6. Personal injury coverage. 7. Additional insured endorsements that include both ongoing operations and products and completed operations coverage through ISO Endorsements CG 20 10 10 01 and CG 20 37 10 01 (together); or CG 20 10 07 04 and CG 20 37 07 04 (together); or their equivalent. 8. For design professional additional insureds, ISO Endorsement CG 20 32 07 04, "Additional Insured—Engineers, Architects or Surveyors Not Engaged by the Named Insured" or its equivalent. D. Automobile liability: Contractor shall purchase and maintain automobile liability insurance against claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance, or use of any motor vehicle. The automobile liability policy shall be written on an occurrence basis. E. Umbrella or excess liability: Contractor shall purchase and maintain umbrella or excess liability insurance written over the underlying employer's liability, commercial general liability, and automobile liability insurance described in the paragraphs above. Subject to industry -standard exclusions, the coverage afforded shall follow form as to each and every one of the underlying policies. F. Contractor's pollution liability insurance: Contractor shall purchase and maintain a policy covering third -party injury and property damage claims, including clean-up costs, as a result EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-21 and American Society of Civil Engineers. All rights reserved. Page 21 of 65 of pollution conditions arising from Contractor's operations and completed operations. This insurance shall be maintained for no less than three years after final completion. G. Additional insureds: The Contractor's commercial general liability, automobile liability, umbrella or excess, and pollution liability policies shall include and list as additional insureds Owner and Engineer, and any individuals or entities identified in the Supplementary Conditions; include coverage for the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of all such additional insureds; and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby (including as applicable those arising from both ongoing and completed operations) on a non-contributory basis. Contractor shall obtain all necessary endorsements to support these requirements. H. Contractor's professional liability insurance: If Contractor will provide or furnish professional services under this Contract, through a delegation of professional design services or otherwise, then Contractor shall be responsible for purchasing and maintaining applicable professional liability insurance. This insurance shall provide protection against claims arising out of performance of professional design or related services, and caused by a negligent error, omission, or act for which the insured party is legally liable. It shall be maintained throughout the duration of the Contract and for a minimum of two years after Substantial Completion. If such professional design services are performed by a Subcontractor, and not by Contractor itself, then the requirements of this paragraph may be satisfied through the purchasing and maintenance of such insurance by such Subcontractor. General provisions: The policies of insurance required by this Paragraph 6.03 shall: 1. include at least the specific coverages provided in this Article. 2. be written for not less than the limits of liability provided in this Article and in the Supplementary Conditions, or required by Laws or Regulations, whichever is greater. 3. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed, or renewal refused until at least 10 days prior written notice has been given to Contractor. Within three days of receipt of any such written notice, Contractor shall provide a copy of the notice to Owner, Engineer, and each other insured under the policy. 4. remain in effect at least until final payment (and longer if expressly required in this Article) and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work as a warranty or correction obligation, or otherwise, or returning to the Site to conduct other tasks arising from the Contract Documents. 5. be appropriate for the Work being performed and provide protection from claims that may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. J. The coverage requirements for specific policies of insurance must be met by such policies, and not by reference to excess or umbrella insurance provided in other policies. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-22 and American Society of Civil Engineers. All rights reserved. Page 22 of 65 6.04 Owner's Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 6.03, Owner, at Owner's option, may purchase and maintain at Owner's expense Owner's own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. B. Owner's liability policies, if any, operate separately and independently from policies required to be provided by Contractor, and Contractor cannot rely upon Owner's liability policies for any of Contractor's obligations to the Owner, Engineer, or third parties. 6.05 Property Insurance A. Builder's Risk: Unless otherwise provided in the Supplementary Conditions, Contractor shall purchase and maintain builder's risk insurance upon the Work on a completed value basis, in the amount of the full insurable replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. include the Owner and Contractor as named insureds, and all Subcontractors, and any individuals or entities required by the Supplementary Conditions to be insured under such builder's risk policy, as insureds or named insureds. For purposes of the remainder of this Paragraph 6.05, Paragraphs 6.06 and 6.07, and any corresponding Supplementary Conditions, the parties required to be insured shall collectively be referred to as "insureds." 2. be written on a builder's risk "all risk" policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire; lightning; windstorm; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; flood; collapse; explosion; debris removal; demolition occasioned by enforcement of Laws and Regulations; water damage (other than that caused by flood); and such other perils or causes of loss as may be specifically required by the Supplementary Conditions. If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; or flood, are not commercially available under builder's risk policies, by endorsement or otherwise, such insurance may be provided through other insurance policies acceptable to Owner and Contractor. 3. cover, as insured property, at least the following: (a) the Work and all materials, supplies, machinery, apparatus, equipment, fixtures, and other property of a similar nature that are to be incorporated into or used in the preparation, fabrication, construction, erection, or completion of the Work, including Owner -furnished or assigned property; (b) spare parts inventory required within the scope of the Contract; and (c) temporary works which are not intended to form part of the permanent constructed Work but which are intended to provide working access to the Site, or to the Work under construction, or which are intended to provide temporary support for the Work under construction, including scaffolding, form work, fences, shoring, falsework, and temporary structures. 4. cover expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects). EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-23 and American Society of Civil Engineers. All rights reserved. Page 23 of 65 5. extend to cover damage or loss to insured property while in temporary storage at the Site or in a storage location outside the Site (but not including property stored at the premises of a manufacturer or Supplier). 6. extend to cover damage or loss to insured property while in transit. 7. allow for partial occupation or use of the Work by Owner, such that those portions of the Work that are not yet occupied or used by Owner shall remain covered by the builder's risk insurance. 8. allow for the waiver of the insurer's subrogation rights, as set forth below. 9. provide primary coverage for all losses and damages caused by the perils or causes of loss covered. 10. not include a co-insurance clause. 11. include an exception for ensuing losses from physical damage or loss with respect to any defective workmanship, design, or materials exclusions. 12. include performance/hot testing and start-up. 13. be maintained in effect, subject to the provisions herein regarding Substantial Completion and partial occupancy or use of the Work by Owner, until the Work is complete. B. Notice of Cancellation or Change: All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with this Paragraph 6.05 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 10 days prior written notice has been given to the purchasing policyholder. Within three days of receipt of any such written notice, the purchasing policyholder shall provide a copy of the notice to each otherinsured. C. Deductibles: The purchaser of any required builder's risk or property insurance shall pay for costs not covered because of the application of a policy deductible. D. Partial Occupancy or Use by Owner: If Owner will occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 15.04, then Owner (directly, if it is the purchaser of the builder's risk policy, or through Contractor) will provide notice of such occupancy or use to the builder's risk insurer. The builder's risk insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy; rather, those portions of the Work that are occupied or used by Owner may come off the builder's risk policy, while those portions of the Work not yet occupied or used by Owner shall remain covered by the builder's risk insurance. E. Additional Insurance: If Contractor elects to obtain other special insurance to be included in or supplement the builder's risk or property insurance policies provided under this Paragraph 6.05, it may do so at Contractor's expense. F. Insurance of Other Property: If the express insurance provisions of the Contract do not require or address the insurance of a property item or interest, such as tools, construction equipment, or other personal property owned by Contractor, a Subcontractor, or an employee of Contractor or a Subcontractor, then the entity or individual owning such property item will be responsible for deciding whether to insure it, and if so in what amount. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-24 and American Society of Civil Engineers. All rights reserved. Page 24 of 65 6.06 Waiver of Rights A. All policies purchased in accordance with Paragraph 6.05, expressly including the builder's risk policy, shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any insureds thereunder, or against Engineer or its consultants, or their officers, directors, members, partners, employees, agents, consultants, or subcontractors. Owner and Contractor waive all rights against each other and the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, for all losses and damages caused by, arising out of, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Engineer, its consultants, all Subcontractors, all individuals or entities identified in the Supplementary Conditions as insureds, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner or Contractor as trustee or fiduciary, or otherwise payable under any policy so issued. B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them, for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial occupancy or use pursuant to Paragraph 15.04, after Substantial Completion pursuant to Paragraph 15.03, or after final payment pursuant to Paragraph 15.06. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 6.06.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, or the officers, directors, members, partners, employees, agents, consultants, or subcontractors of each and any of them. D. Contractor shall be responsible for assuring that the agreement under which a Subcontractor performs a portion of the Work contains provisions whereby the Subcontractor waives all rights against Owner, Contractor, all individuals or entities identified in the Supplementary Conditions as insureds, the Engineer and its consultants, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by builder's risk insurance and any other property insurance applicable to the Work. 6.07 Receipt and Application of Property Insurance Proceeds A. Any insured loss under the builder's risk and other policies of insurance required by Paragraph 6.05 will be adjusted and settled with the named insured that purchased the EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-25 and American Society of Civil Engineers. All rights reserved. Page 25 of 65 policy. Such named insured shall act as fiduciary for the other insureds, and give notice to such other insureds that adjustment and settlement of a claim is in progress. Any other insured may state its position regarding a claim for insured loss in writing within 15 days after notice of such claim. B. Proceeds for such insured losses may be made payable by the insurer either jointly to multiple insureds, or to the named insured that purchased the policy in its own right and as fiduciary for other insureds, subject to the requirements of any applicable mortgage clause. A named insured receiving insurance proceeds under the builder's risk and other policies of insurance required by Paragraph 6.05 shall distribute such proceeds in accordance with such agreement as the parties in interest may reach, or as otherwise required under the dispute resolution provisions of this Contract or applicable Laws and Regulations. C. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the money so received applied on account thereof, and the Work and the cost thereof covered by Change Order, if needed. ARTICLE 7 — CONTRACTOR'S RESPONSIBILITIES 7.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. 7.02 Labor, Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours, Monday through Friday. Contractor will not perform Work on a Saturday, Sunday, or any legal holiday. Contractor may perform Work outside regular working hours or on Saturdays, Sundays, or legal holidays only with Owner's written consent, which will not be unreasonably withheld. 7.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start up, and completion of the Work, whether or not such items are specifically called for in the Contract Documents. B. All materials and equipment incorporated into the Work shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-26 and American Society of Civil Engineers. All rights reserved. Page 26 of 65 guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 7.04 "Or Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the Contract Price has been based upon Contractor furnishing such item as specified. The specification or description of such an item is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or equal" item is permitted, Contractor may request that Engineer authorize the use of other items of material or equipment, or items from other proposed suppliers under the circumstances described below. 1. If Engineer in its sole discretion determines that an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, Engineer shall deem it an "or equal" item. For the purposes of this paragraph, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; 3) it has a proven record of performance and availability of responsive service; and 4) it is not objectionable to Owner. b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. B. Contractor's Expense: Contractor shall provide all data in support of any proposed "or equal" item at Contractor's expense. C. Engineer's Evaluation and Determination: Engineer will be allowed a reasonable time to evaluate each "or -equal" request. Engineer may require Contractor to furnish additional data about the proposed "or -equal" item. Engineer will be the sole judge of acceptability. No "or -equal" item will be ordered, furnished, installed, or utilized until Engineer's review is complete and Engineer determines that the proposed item is an "or -equal", which will be evidenced by an approved Shop Drawing or other written communication. Engineer will advise Contractor in writing of any negative determination. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-27 and American Society of Civil Engineers. All rights reserved. Page 27 of 65 D. Effect of Engineer's Determination: Neither approval nor denial of an "or -equal" request shall result in any change in Contract Price. The Engineer's denial of an "or -equal" request shall be final and binding, and may not be reversed through an appeal under any provision of the Contract Documents. E. Treatment as a Substitution Request: If Engineer determines that an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item, Contractor may request that Engineer considered the proposed item as a substitute pursuant to Paragraph 7.05. 7.05 Substitutes A. Unless the specification or description of an item of material or equipment required to be furnished under the Contract Documents contains or is followed by words reading that no substitution is permitted, Contractor may request that Engineer authorize the use of other items of material or equipment under the circumstances described below. To the extent possible such requests shall be made before commencement of related construction at the Site. 1. Contractor shall submit sufficient information as provided below to allow Engineer to determine if the item of material or equipment proposed is functionally equivalent to that named and an acceptable substitute therefor. Engineer will not accept requests for review of proposed substitute items of material or equipment from anyone other than Contractor. 2. The requirements for review by Engineer will be as set forth in Paragraph 7.05.6, as supplemented by the Specifications, and as Engineer may decide is appropriate under the circumstances. 3. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application: a. shall certify that the proposed substitute item will: 1) perform adequately the functions and achieve the results called for by the general design, 2) be similar in substance to that specified, and 3) be suited to the same use as that specified. b. will state: 1) the extent, if any, to which the use of the proposed substitute item will necessitate a change in Contract Times, 2) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item, and 3) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty. c. will identify: 1) all variations of the proposed substitute item from that specified, and EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-28 and American Society of Civil Engineers. All rights reserved. Page 28 of 65 2) available engineering, sales, maintenance, repair, and replacement services. d. shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including but not limited to changes in Contract Price, shared savings, costs of redesign, and claims of other contractors affected by any resulting change. B. Engineer's Evaluation and Determination: Engineer will be allowed a reasonable time to evaluate each substitute request, and to obtain comments and direction from Owner. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No substitute will be ordered, furnished, installed, or utilized until Engineer's review is complete and Engineer determines that the proposed item is an acceptable substitute. Engineer's determination will be evidenced by a Field Order or a proposed Change Order accounting for the substitution itself and all related impacts, including changes in Contract Price or Contract Times. Engineer will advise Contractor in writing of any negative determination. C. Special Guarantee: Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. D. Reimbursement of Engineer's Cost: Engineer will record Engineer's costs in evaluating a substitute proposed or submitted by Contractor. Whether or not Engineer approves a substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the reasonable charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute. E. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute at Contractor's expense. F. Effect of Engineer's Determination: If Engineer approves the substitution request, Contractor shall execute the proposed Change Order and proceed with the substitution. The Engineer's denial of a substitution request shall be final and binding, and may not be reversed through an appeal under any provision of the Contract Documents. Contractor may challenge the scope of reimbursement costs imposed under Paragraph 7.05.D, by timely submittal of a Change Proposal. 7.06 Concerning Subcontractors, Suppliers, and Others A. Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work. Such Subcontractors and Suppliers must be acceptable to Owner. B. Contractor shall retain specific Subcontractors, Suppliers, or other individuals or entities for the performance of designated parts of the Work if required by the Contract to do so. C. Subsequent to the submittal of Contractor's Bid or final negotiation of the terms of the Contract, Owner may not require Contractor to retain any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against which Contractor has reasonable objection. D. Prior to entry into any binding subcontract or purchase order, Contractor shall submit to Owner the identity of the proposed Subcontractor or Supplier (unless Owner has already deemed such proposed Subcontractor or Supplier acceptable, during the bidding process or otherwise). Such proposed Subcontractor or Supplier shall be deemed acceptable to Owner unless Owner raises a substantive, reasonable objection within five days. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-29 and American Society of Civil Engineers. All rights reserved. Page 29 of 65 E. Owner may require the replacement of any Subcontractor, Supplier, or other individual or entity retained by Contractor to perform any part of the Work. Owner also may require Contractor to retain specific replacements; provided, however, that Owner may not require a replacement to which Contractor has a reasonable objection. If Contractor has submitted the identity of certain Subcontractors, Suppliers, or other individuals or entities for acceptance by Owner, and Owner has accepted it (either in writing or by failing to make written objection thereto), then Owner may subsequently revoke the acceptance of any such Subcontractor, Supplier, or other individual or entity so identified solely on the basis of substantive, reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity. F. If Owner requires the replacement of any Subcontractor, Supplier, or other individual or entity retained by Contractor to perform any part of the Work, then Contractor shall be entitled to an adjustment in Contract Price or Contract Times, or both, with respect to the replacement; and Contractor shall initiate a Change Proposal for such adjustment within 30 days of Owner's requirement of replacement. G. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of the right of Owner to the completion of the Work in accordance with the Contract Documents. H. On a monthly basis Contractor shall submit to Engineer a complete list of all Subcontractors and Suppliers having a direct contract with Contractor, and of all other Subcontractors and Suppliers known to Contractor at the time of submittal. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. J. Contractor shall be solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers, and all other individuals or entities performing or furnishing any of the Work. K. Contractor shall restrict all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work from communicating with Engineer or Owner, except through Contractor or in case of an emergency, or as otherwise expressly allowed herein. L. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. M. All Work performed for Contractor by a Subcontractor or Supplier shall be pursuant to an appropriate contractual agreement that specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. N. Owner may furnish to any Subcontractor or Supplier, to the extent practicable, information about amounts paid to Contractor on account of Work performed for Contractor by the particular Subcontractor or Supplier. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-30 and American Society of Civil Engineers. All rights reserved. Page 30 of 65 O. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier, or other individual or entity; nor 2. shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any money due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. 7.07 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. B. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, and its officers, directors, members, partners, employees, agents, consultants, and subcontractors from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device specified in the Contract Documents, but not identified as being subject to payment of any license fee or royalty to others required by patent rights or copyrights. C. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 7.08 Permits A. Unless otherwise provided in the Contract Documents, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of the submission of Contractor's Bid (or when Contractor became bound under a negotiated contract). Owner shall pay all charges of utility owners for connections for providing permanent service to the Work EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-31 and American Society of Civil Engineers. All rights reserved. Page 31 of 65 7.09 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 7.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work or takes any other action knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all resulting costs and losses, and shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work or other action. It shall not be Contractor's responsibility to make certain that the Work described in the Contract Documents is in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.03. C. Owner or Contractor may give notice to the other party of any changes after the submission of Contractor's Bid (or after the date when Contractor became bound under a negotiated contract) in Laws or Regulations having an effect on the cost or time of performance of the Work, including but not limited to changes in Laws or Regulations having an effect on procuring permits and on sales, use, value-added, consumption, and other similar taxes. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times resulting from such changes, then within 30 days of such notice Contractor may submit a Change Proposal, or Owner may initiate a Claim. 7.11 Record Documents A. Contractor shall maintain in a safe place at the Site one printed record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, written interpretations and clarifications, and approved Shop Drawings. Contractor shall keep such record documents in good order and annotate them to show changes made during construction. These record documents, together with all approved Samples, will be available to Engineer for reference. Upon completion of the Work, Contractor shall deliver these record documents to Engineer. 7.12 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury, or loss to: 1. all persons on the Site or who may be affected by the Work; EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-32 and American Society of Civil Engineers. All rights reserved. Page 32 of 65 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, other work in progress, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify Owner; the owners of adjacent property, Underground Facilities, and other utilities; and other contractors and utility owners performing work at or adjacent to the Site, when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property or work in progress. C. Contractor shall comply with the applicable requirements of Owner's safety programs, if any. The Supplementary Conditions identify any Owner's safety programs that are applicable to the Work. D. Contractor shall inform Owner and Engineer of the specific requirements of Contractor's safety program with which Owner's and Engineer's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 7.12.A.2 or 7.12.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor at its expense (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). F. Contractor's duties and responsibilities for safety and protection shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 15.06.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). G. Contractor's duties and responsibilities for safety and protection shall resume whenever Contractor or any Subcontractor or Supplier returns to the Site to fulfill warranty or correction obligations, or to conduct other tasks arising from the Contract Documents. 7.13 Safety Representative A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 7.14 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-33 and American Society of Civil Engineers. All rights reserved. Page 33 of 65 exchanged between or among employers at the Site in accordance with Laws or Regulations. 7.15 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 7.16 Shop Drawings, Samples, and Other Submittals A. Shop Drawing and Sample Submittal Requirements: 1. Before submitting a Shop Drawing or Sample, Contractor shall have: a. reviewed and coordinated the Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; b. determined and verified all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; c. determined and verified the suitability of all materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and d. determined and verified all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review of that submittal, and that Contractor approves the submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be set forth in a written communication separate from the Shop Drawings or Sample submittal; and, in addition, in the case of Shop Drawings by a specific notation made on each Shop Drawing submitted to Engineer for review and approval of each such variation. B. Submittal Procedures for Shop Drawings and Samples: Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with the accepted Schedule of Submittals. Each submittal will be identified as Engineer may require. 1. Shop Drawings: a. Contractor shall submit the number of copies required in the Specifications. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-34 and American Society of Civil Engineers. All rights reserved. Page 34 of 65 provide and to enable Engineer to review the information for the limited purposes required by Paragraph 7.16.D. 2. Samples: a. Contractor shall submit the number of Samples required in the Specifications. b. Contractor shall clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 7.16.D. 3. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. Other Submittals: Contractor shall submit other submittals to Engineer in accordance with the accepted Schedule of Submittals, and pursuant to the applicable terms of the Specifications. D. Engineer's Review: 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs incident thereto. 3. Engineer's review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 4. Engineer's review and approval of a Shop Drawing or Sample shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 7.16.A.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer will document any such approved variation from the requirements of the Contract Documents in a Field Order. 5. Engineer's review and approval of a Shop Drawing or Sample shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 7.16.A and B. 6. Engineer's review and approval of a Shop Drawing or Sample, or of a variation from the requirements of the Contract Documents, shall not, under any circumstances, change the Contract Times or Contract Price, unless such changes are included in a Change Order. 7. Neither Engineer's receipt, review, acceptance or approval of a Shop Drawing, Sample, or other submittal shall result in such item becoming a Contract Document. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-35 and American Society of Civil Engineers. All rights reserved. Page 35 of 65 8. Contractor shall perform the Work in compliance with the requirements and commitments set forth in approved Shop Drawings and Samples, subject to the provisions of Paragraph 7.16.D.4. E. Resubmittal Procedures: 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 2. Contractor shall furnish required submittals with sufficient information and accuracy to obtain required approval of an item with no more than three submittals. Engineer will record Engineer's time for reviewing a fourth or subsequent submittal of a Shop Drawings, sample, or other item requiring approval, and Contractor shall be responsible for Engineer's charges to Owner for such time. Owner may impose a set- off against payments due to Contractor to secure reimbursement for such charges. 3. If Contractor requests a change of a previously approved submittal item, Contractor shall be responsible for Engineer's charges to Owner for its review time, and Owner may impose a set-off against payments due to Contractor to secure reimbursement for such charges, unless the need for such change is beyond the control of Contractor. 7.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer; 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 5. any review and approval of a Shop Drawing or Sample submittal; 6. the issuance of a notice of acceptability by Engineer; 7. any inspection, test, or approval by others; or 8. any correction of defective Work by Owner. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-36 and American Society of Civil Engineers. All rights reserved. Page 36 of 65 D. If the Contract requires the Contractor to accept the assignment of a contract entered into by Owner, then the specific warranties, guarantees, and correction obligations contained in the assigned contract shall govern with respect to Contractor's performance obligations to Owner for the Work described in the assigned contract. 7.18 Indemnification A. To the fullest extent permitted by Laws and Regulations, and in addition to any other obligations of Contractor under the Contract or otherwise, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable. B. In any and all claims against Owner or Engineer or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 7.18.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 7.18.A shall not extend to the liability of Engineer and Engineer's officers, directors, members, partners, employees, agents, consultants and subcontractors arising out of: 1. the preparation or approval of, or the failure to prepare or approve maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 7.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable Laws and Regulations. B. If professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and other submittals prepared by such professional. Shop EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-37 and American Society of Civil Engineers. All rights reserved. Page 37 of 65 Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Engineer. C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy, and completeness of the services, certifications, or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy. D. Pursuant to this paragraph, Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer's review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 7.16.D.1. E. Contractor shall not be responsible for the adequacy of the performance or design criteria specified by Owner or Engineer. ARTICLE 8 — OTHER WORK AT THE SITE 8.01 Other Work A. In addition to and apart from the Work under the Contract Documents, the Owner may perform other work at or adjacent to the Site. Such other work may be performed by Owner's employees, or through contracts between the Owner and third parties. Owner may also arrange to have third -party utility owners perform work on their utilities and facilities at or adjacent to the Site. B. If Owner performs other work at or adjacent to the Site with Owner's employees, or through contracts for such other work, then Owner shall give Contractor written notice thereof prior to starting any such other work. If Owner has advance information regarding the start of any utility work at or adjacent to the Site, Owner shall provide such information to Contractor. C. Contractor shall afford each other contractor that performs such other work, each utility owner performing other work, and Owner, if Owner is performing other work with Owner's employees, proper and safe access to the Site, and provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be affected. D. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 8, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects and deficiencies in such other work. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-38 and American Society of Civil Engineers. All rights reserved. Page 38 of 65 8.02 Coordination A. If Owner intends to contract with others for the performance of other work at or adjacent to the Site, to perform other work at or adjacent to the Site with Owner's employees, or to arrange to have utility owners perform work at or adjacent to the Site, the following will be set forth in the Supplementary Conditions or provided to Contractor prior to the start of any such other work: 1. the identity of the individual or entity that will have authority and responsibility for coordination of the activities among the various contractors; 2. an itemization of the specific matters to be covered by such authority and responsibility; and 3. the extent of such authority and responsibilities B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. 8.03 Legal Relationships A. If, in the course of performing other work at or adjacent to the Site for Owner, the Owner's employees, any other contractor working for Owner, or any utility owner for whom the Owner is responsible causes damage to the Work or to the property of Contractor or its Subcontractors, or delays, disrupts, interferes with, or increases the scope or cost of the performance of the Work, through actions or inaction, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor must submit any Change Proposal seeking an equitable adjustment in the Contract Price or the Contract Times under this paragraph within 30 days of the damaging, delaying, disrupting, or interfering event. The entitlement to, and extent of, any such equitable adjustment shall take into account information (if any) regarding such other work that was provided to Contractor in the Contract Documents prior to the submittal of the Bid or the final negotiation of the terms of the Contract. When applicable, any such equitable adjustment in Contract Price shall be conditioned on Contractor assigning to Owner all Contractor's rights against such other contractor or utility owner with respect to the damage, delay, disruption, or interference that is the subject of the adjustment. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. B. Contractor shall take reasonable and customary measures to avoid damaging, delaying, disrupting, or interfering with the work of Owner, any other contractor, or any utility owner performing other work at or adjacent to the Site. If Contractor fails to take such measures and as a result damages, delays, disrupts, or interferes with the work of any such other contractor or utility owner, then Owner may impose a set-off against payments due to Contractor, and assign to such other contractor or utility owner the Owner's contractual rights against Contractor with respect to the breach of the obligations set forth in this paragraph. C. When Owner is performing other work at or adjacent to the Site with Owner's employees, Contractor shall be liable to Owner for damage to such other work, and for the reasonable direct delay, disruption, and interference costs incurred by Owner as a result of Contractor's failure to take reasonable and customary measures with respect to Owner's other work. In response to such damage, delay, disruption, or interference, Owner may impose a set-off against payments due to Contractor. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-39 and American Society of Civil Engineers. All rights reserved. Page 39 of 65 D. If Contractor damages, delays, disrupts, or interferes with the work of any other contractor, or any utility owner performing other work at or adjacent to the Site, through Contractor's failure to take reasonable and customary measures to avoid such impacts, or if any claim arising out of Contractor's actions, inactions, or negligence in performance of the Work at or adjacent to the Site is made by any such other contractor or utility owner against Contractor, Owner, or Engineer, then Contractor shall (1) promptly attempt to settle the claim as to all parties through negotiations with such other contractor or utility owner, or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law, and (2) indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against any such claims, and against all costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such damage, delay, disruption, or interference. ARTICLE 9 — OWNER'S RESPONSIBILITIES 9.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 9.02 Replacement of Engineer A. Owner may at its discretion appoint an engineer to replace Engineer, provided Contractor makes no reasonable objection to the replacement engineer. The replacement engineer's status under the Contract Documents shall be that of the former Engineer. 9.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 9.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in the Agreement. 9.05 Lands and Easements; Reports, Tests, and Drawings A. Owner's duties with respect to providing lands and easements are set forth in Paragraph 5.01. B. Owner's duties with respect to providing engineering surveys to establish reference points are set forth in Paragraph 4.03. C. Article 5 refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of conditions at the Site, and drawings of physical conditions relating to existing surface or subsurface structures at the Site. 9.06 Insurance A. Owner's responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 6. 9.07 Change Orders A. Owner's responsibilities with respect to Change Orders are set forth in Article 11. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-40 and American Society of Civil Engineers. All rights reserved. Page 40 of 65 9.08 Inspections, Tests, and Approvals A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 14.02.13. 9.09 Limitations on Owner's Responsibilities A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. 9.10 Undisclosed Hazardous Environmental Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 5.06. 9.11 Evidence of Financial Arrangements A. Upon request of Contractor, Owner shall furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner's obligations under the Contract Documents (including obligations under proposed changes in the Work). 9.12 Safety Programs A. While at the Site, Owner's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Owner has been informed. B. Owner shall furnish copies of any applicable Owner safety programs to Contractor. ARTICLE 10 — ENGINEER'S STATUS DURING CONSTRUCTION 10.01 Owner's Representative A. Engineer will be Owner's representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract. 10.02 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 10.08. Particularly, but without limitation, during EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-41 and American Society of Civil Engineers. All rights reserved. Page 41 of 65 or as a result of Engineer's visits or observations of Contractor's Work, Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 10.03 Project Representative A. If Owner and Engineer have agreed that Engineer will furnish a Resident Project Representative to represent Engineer at the Site and assist Engineer in observing the progress and quality of the Work, then the authority and responsibilities of any such Resident Project Representative will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 10.08. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer's consultant, agent, or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 10.04 Rejecting Defective Work A. Engineer has the authority to reject Work in accordance with Article 14. 10.05 Shop Drawings, Change Orders and Payments A. Engineer's authority, and limitations thereof, as to Shop Drawings and Samples, are set forth in Paragraph 7.16. B. Engineer's authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, are set forth in Paragraph 7.19. C. Engineer's authority as to Change Orders is set forth in Article 11. D. Engineer's authority as to Applications for Payment is set forth in Article 15. 10.06 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor as set forth in Paragraph 13.03. 10.07 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will render decisions regarding the requirements of the Contract Documents, and judge the acceptability of the Work, pursuant to the specific procedures set forth herein for initial interpretations, Change Proposals, and acceptance of the Work. In rendering such decisions and judgments, Engineer will not show partiality to Owner or Contractor, and will not be liable to Owner, Contractor, or others in connection with any proceedings, interpretations, decisions, or judgments conducted or rendered in good faith. 10.08 Limitations on Engineer's Authority and Responsibilities A. Neither Engineer's authority or responsibility under this Article 10 or under any other provision of the Contract, nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer, shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-42 and American Society of Civil Engineers. All rights reserved. Page 42 of 65 B. Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Engineer will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 15.06.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals, that the results certified indicate compliance with the Contract Documents. E. The limitations upon authority and responsibility set forth in this Paragraph 10.08 shall also apply to the Resident Project Representative, if any. 10.09 Compliance with Safety Program A. While at the Site, Engineer's employees and representatives will comply with the specific applicable requirements of Owner's and Contractor's safety programs (if any) of which Engineer has been informed. ARTICLE 11— AMENDING THE CONTRACT DOCUMENTS; CHANGES IN THE WORK 11.01 Amending and Supplementing Contract Documents A. The Contract Documents may be amended or supplemented by a Change Order, a Work Change Directive, or a Field Order. 1. Change Orders: a. If an amendment or supplement to the Contract Documents includes a change in the Contract Price or the Contract Times, such amendment or supplement must be set forth in a Change Order. A Change Order also may be used to establish amendments and supplements of the Contract Documents that do not affect the Contract Price or Contract Times. b. Owner and Contractor may amend those terms and conditions of the Contract Documents that do not involve (1) the performance or acceptability of the Work, (2) the design (as set forth in the Drawings, Specifications, or otherwise), or (3) other engineering or technical matters, without the recommendation of the Engineer. Such an amendment shall be set forth in a Change Order. 2. Work Change Directives: A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the modification ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order, following negotiations by the parties as to the Work Change Directive's effect, if any, on the Contract Price and Contract Times; or, if negotiations are unsuccessful, by a determination under the terms of the Contract Documents governing adjustments, expressly including Paragraph 11.04 regarding change of Contract Price. Contractor must submit any Change Proposal seeking an EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-43 and American Society of Civil Engineers. All rights reserved. Page 43 of 65 adjustment of the Contract Price or the Contract Times, or both, no later than 30 days after the completion of the Work set out in the Work Change Directive. Owner must submit any Claim seeking an adjustment of the Contract Price or the Contract Times, or both, no later than 60 days after issuance of the Work Change Directive. 3. Field Orders: Engineer may authorize minor changes in the Work if the changes do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Such changes will be accomplished by a Field Order and will be binding on Owner and also on Contractor, which shall perform the Work involved promptly. If Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, then before proceeding with the Work at issue, Contractor shall submit a Change Proposal as provided herein. 11.02 Owner -Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work. Such changes shall be supported by Engineer's recommendation, to the extent the change involves the design (as set forth in the Drawings, Specifications, or otherwise), or other engineering or technical matters. Such changes may be accomplished by a Change Order, if Owner and Contractor have agreed as to the effect, if any, of the changes on Contract Times or Contract Price; or by a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved; or, in the case of a deletion in the Work, promptly cease construction activities with respect to such deleted Work. Added or revised Work shall be performed under the applicable conditions of the Contract Documents. Nothing in this paragraph shall obligate Contractor to undertake work that Contractor reasonably concludes cannot be performed in a manner consistent with Contractor's safety obligations under the Contract Documents or Laws and Regulations. 11.03 Unauthorized Changes in the Work A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents, as amended, modified, or supplemented, except in the case of an emergency as provided in Paragraph 7.15 or in the case of uncovering Work as provided in Paragraph 14.05. 11.04 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Price shall comply with the provisions of Paragraph 11.06. Any Claim for an adjustment of Contract Price shall comply with the provisions of Article 12. B. An adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, then by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 13.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, then by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 11.04.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and the parties do not reach mutual agreement to a lump sum, then on EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-44 and American Society of Civil Engineers. All rights reserved. Page 44 of 65 the basis of the Cost of the Work (determined as provided in Paragraph 13.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 11.04.C). C. Contractor's Fee: When applicable, the Contractor's fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 13.01.B.1 and 13.01.B.2, the Contractor's fee shall be 15 percent; b. for costs incurred under Paragraph 13.01.B.3, the Contractor's fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 11.04.C.2.a and 11.04.C.2.b is that the Contractor's fee shall be based on: (1) a fee of 15 percent of the costs incurred under Paragraphs 13.01.A.1 and 13.01.A.2 by the Subcontractor that actually performs the Work, at whatever tier, and (2) with respect to Contractor itself and to any Subcontractors of a tier higher than that of the Subcontractor that actually performs the Work, a fee of five percent of the amount (fee plus underlying costs incurred) attributable to the next lower tier Subcontractor; provided, however, that for any such subcontracted work the maximum total fee to be paid by Owner shall be no greater than 27 percent of the costs incurred by the Subcontractor that actually performs the work; d. no fee shall be payable on the basis of costs itemized under Paragraphs 13.01.B.4, 13.01.B.5, and 13.01.C; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with Paragraphs 11.04.C.2.a through 11.04.C.2.e, inclusive. 11.05 Change of Contract Times A. The Contract Times may only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Times shall comply with the provisions of Paragraph 11.06. Any Claim for an adjustment in the Contract Times shall comply with the provisions of Article 12. B. An adjustment of the Contract Times shall be subject to the limitations set forth in Paragraph 4.05, concerning delays in Contractor's progress. 11.06 Change Proposals A. Contractor shall submit a Change Proposal to Engineer to request an adjustment in the Contract Times or Contract Price; appeal an initial decision by Engineer concerning the requirements of the Contract Documents or relating to the acceptability of the Work under the Contract Documents; contest a set-off against payment due; or seek other relief under EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-45 and American Society of Civil Engineers. All rights reserved. Page 45 of 65 the Contract. The Change Proposal shall specify any proposed change in Contract Times or Contract Price, or both, or other proposed relief, and explain the reason for the proposed change, with citations to any governing or applicable provisions of the Contract Documents. 1. Procedures: Contractor shall submit each Change Proposal to Engineer promptly (but in no event later than 30 days) after the start of the event giving rise thereto, or after such initial decision. The Contractor shall submit supporting data, including the proposed change in Contract Price or Contract Time (if any), to the Engineer and Owner within 15 days after the submittal of the Change Proposal. The supporting data shall be accompanied by a written statement that the supporting data are accurate and complete, and that any requested time or price adjustment is the entire adjustment to which Contractor believes it is entitled as a result of said event. Engineer will advise Owner regarding the Change Proposal, and consider any comments or response from Owner regarding the Change Proposal. 2. Engineer's Action: Engineer will review each Change Proposal and, within 30 days after receipt of the Contractor's supporting data, either deny the Change Proposal in whole, approve it in whole, or deny it in part and approve it in part. Such actions shall be in writing, with a copy provided to Owner and Contractor. If Engineer does not take action on the Change Proposal within 30 days, then either Owner or Contractor may at any time thereafter submit a letter to the other party indicating that as a result of Engineer's inaction the Change Proposal is deemed denied, thereby commencing the time for appeal of the denial under Article 12. 3. Binding Decision: Engineer's decision will be final and binding upon Owner and Contractor, unless Owner or Contractor appeals the decision by filing a Claim under Article 12. B. Resolution of Certain Change Proposals: If the Change Proposal does not involve the design (as set forth in the Drawings, Specifications, or otherwise), the acceptability of the Work, or other engineering or technical matters, then Engineer will notify the parties that the Engineer is unable to resolve the Change Proposal. For purposes of further resolution of such a Change Proposal, such notice shall be deemed a denial, and Contractor may choose to seek resolution under the terms of Article 12. 11.07 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders covering: 1. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; 2. changes in Contract Price resulting from an Owner set-off, unless Contractor has duly contested such set-off; 3. changes in the Work which are: (a) ordered by Owner pursuant to Paragraph 11.02, (b) required because of Owner's acceptance of defective Work under Paragraph 14.04 or Owner's correction of defective Work under Paragraph 14.07, or (c) agreed to by the parties, subject to the need for Engineer's recommendation if the change in the Work involves the design (as set forth in the Drawings, Specifications, or otherwise), or other engineering or technical matters; and 4. changes in the Contract Price or Contract Times, or other changes, which embody the substance of any final and binding results under Paragraph 11.06, or Article 12. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-46 and American Society of Civil Engineers. All rights reserved. Page 46 of 65 B. If Owner or Contractor refuses to execute a Change Order that is required to be executed under the terms of this Paragraph 11.07, it shall be deemed to be of full force and effect, as if fully executed. 11.08 Notification to Surety A. If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. ARTICLE 12 — CLAIMS 12.01 Claims A. Claims Process: The following disputes between Owner and Contractor shall be submitted to the Claims process set forth in this Article: 1. Appeals by Owner or Contractor of Engineer's decisions regarding Change Proposals; 2. Owner demands for adjustments in the Contract Price or Contract Times, or other relief under the Contract Documents; and 3. Disputes that Engineer has been unable to address because they do not involve the design (as set forth in the Drawings, Specifications, or otherwise), the acceptability of the Work, or other engineering or technical matters. B. Submittal of Claim: The party submitting a Claim shall deliver it directly to the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto; in the case of appeals regarding Change Proposals within 30 days of the decision under appeal. The party submitting the Claim shall also furnish a copy to the Engineer, for its information only. The responsibility to substantiate a Claim shall rest with the party making the Claim. In the case of a Claim by Contractor seeking an increase in the Contract Times or Contract Price, or both, Contractor shall certify that the Claim is made in good faith, that the supporting data are accurate and complete, and that to the best of Contractor's knowledge and belief the amount of time or money requested accurately reflects the full amount to which Contractor is entitled. C. Review and Resolution: The party receiving a Claim shall review it thoroughly, giving full consideration to its merits. The two parties shall seek to resolve the Claim through the exchange of information and direct negotiations. The parties may extend the time for resolving the Claim by mutual agreement. All actions taken on a Claim shall be stated in writing and submitted to the other party, with a copy to Engineer. D. Mediation: 1. At any time after initiation of a Claim, Owner and Contractor may mutually agree to mediation of the underlying dispute. The agreement to mediate shall stay the Claim submittal and response process. 2. If Owner and Contractor agree to mediation, then after 60 days from such agreement, either Owner or Contractor may unilaterally terminate the mediation process, and the Claim submittal and decision process shall resume as of the date of the termination. If the mediation proceeds but is unsuccessful in resolving the dispute, the Claim EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-47 and American Society of Civil Engineers. All rights reserved. Page 47 of 65 submittal and decision process shall resume as of the date of the conclusion of the mediation, as determined by the mediator. 3. Owner and Contractor shall each pay one-half of the mediator's fees and costs. E. Partial Approval: If the party receiving a Claim approves the Claim in part and denies it in part, such action shall be final and binding unless within 30 days of such action the other party invokes the procedure set forth in Article 17 for final resolution of disputes. F. Denial of Claim: If efforts to resolve a Claim are not successful, the party receiving the Claim may deny it by giving written notice of denial to the other party. If the receiving party does not take action on the Claim within 90 days, then either Owner or Contractor may at any time thereafter submit a letter to the other party indicating that as a result of the inaction, the Claim is deemed denied, thereby commencing the time for appeal of the denial. A denial of the Claim shall be final and binding unless within 30 days of the denial the other party invokes the procedure set forth in Article 17 for the final resolution of disputes. G. Final and Binding Results: If the parties reach a mutual agreement regarding a Claim, whether through approval of the Claim, direct negotiations, mediation, or otherwise; or if a Claim is approved in part and denied in part, or denied in full, and such actions become final and binding; then the results of the agreement or action on the Claim shall be incorporated in a Change Order to the extent they affect the Contract, including the Work, the Contract Times, or the Contract Price. ARTICLE 13 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 13.01 Cost of the Work A. Purposes for Determination of Cost of the Work: The term Cost of the Work means the sum of all costs necessary for the proper performance of the Work at issue, as further defined below. The provisions of this Paragraph 13.01 are used for two distinct purposes: 1. To determine Cost of the Work when Cost of the Work is a component of the Contract Price, under cost -plus -fee, time -and -materials, or other cost -based terms; or 2. To determine the value of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price. When the value of any such adjustment is determined on the basis of Cost of the Work, Contractor is entitled only to those additional or incremental costs required because of the change in the Work or because of the event giving rise to the adjustment. B. Costs Included: Except as otherwise may be agreed to in writing by Owner, costs included in the Cost of the Work shall be in amounts no higher than those prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph 13.01.C, and shall include only the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, and vacation and holiday pay applicable EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-48 and American Society of Civil Engineers. All rights reserved. Page 48 of 65 thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates, and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 13.01. 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. C. Rentals of all construction equipment and machinery, and the parts thereof, whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, as imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 6.05), provided such losses and damages have resulted from causes EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-49 and American Society of Civil Engineers. All rights reserved. Page 49 of 65 other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as communication service at the Site, express and courier services, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance that Contractor is required by the Contract Documents to purchase and maintain. C. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 13.01.6.1 or specifically covered by Paragraph 13.01.6.4. The payroll costs and other compensation excluded here are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraph 13.01.13. D. Contractor's Fee: When the Work as a whole is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 11.04.C. E. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to this Article 13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 13.02 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-50 and American Society of Civil Engineers. All rights reserved. Page 50 of 65 B. Cash Allowances: Contractor agrees that: 1. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and 2. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 13.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Payments to Contractor for Unit Price Work will be based on actual quantities. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer's written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of the following paragraph. E. Within 30 days of Engineer's written decision under the preceding paragraph, Contractor may submit a Change Proposal, or Owner may file a Claim, seeking an adjustment in the Contract Price if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; 2. there is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that it is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price, and the parties are unable to agree as to the amount of any such increase or decrease. EJCDC° C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-51 and American Society of Civil Engineers. All rights reserved. Page 51 of 65 ARTICLE 14—TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 14.01 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and authorities having jurisdiction will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 14.02 Tests, Inspections, and Approvals A. Contractor shall give Engineer timely notice of readiness of the Work (or specific parts thereof) for all required inspections and tests, and shall cooperate with inspection and testing personnel to facilitate required inspections and tests. B. Owner shall retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform all inspections and tests expressly required by the Contract Documents to be furnished and paid for by Owner, except that costs incurred in connection with tests or inspections of covered Work shall be governed by the provisions of Paragraph 14.05. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging, obtaining, and paying for all inspections and tests required: 1. by the Contract Documents, unless the Contract Documents expressly allocate responsibility for a specific inspection or test to Owner; 2. to attain Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work; 3. by manufacturers of equipment furnished under the Contract Documents; 4. for testing, adjusting, and balancing of mechanical, electrical, and other equipment to be incorporated into the Work; and 5. for acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections and tests shall be performed by independent inspectors, testing laboratories, or other qualified individuals or entities acceptable to Owner and Engineer. E. If the Contract Documents require the Work (or part thereof) to be approved by Owner, Engineer, or another designated individual or entity, then Contractor shall assume full responsibility for arranging and obtaining such approvals. F. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation. Such uncovering shall be at Contractor's expense unless Contractor had given Engineer timely notice of Contractor's intention to EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-52 and American Society of Civil Engineers. All rights reserved. Page 52 of 65 cover the same and Engineer had not acted with reasonable promptness in response to such notice. 14.03 Defective Work A. Contractor's Obligation: It is Contractor's obligation to assure that the Work is not defective. B. Engineer's Authority: Engineer has the authority to determine whether Work is defective, and to reject defective Work. C. Notice of Defects: Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. D. Correction, or Removal and Replacement: Promptly after receipt of written notice of defective Work, Contractor shall correct all such defective Work, whether or not fabricated, installed, or completed, or, if Engineer has rejected the defective Work, remove it from the Project and replace it with Work that is not defective. E. Preservation of Warranties: When correcting defective Work, Contractor shall take no action that would void or otherwise impair Owner's special warranty and guarantee, if any, on said Work. F. Costs and Damages: In addition to its correction, removal, and replacement obligations with respect to defective Work, Contractor shall pay all claims, costs, losses, and damages arising out of or relating to defective Work, including but not limited to the cost of the inspection, testing, correction, removal, replacement, or reconstruction of such defective Work, fines levied against Owner by governmental authorities because the Work is defective, and the costs of repair or replacement of work of others resulting from defective Work. Prior to final payment, if Owner and Contractor are unable to agree as to the measure of such claims, costs, losses, and damages resulting from defective Work, then Owner may impose a reasonable set-off against payments due under Article 15. 14.04 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner prefers to accept it, Owner may do so (subject, if such acceptance occurs prior to final payment, to Engineer's confirmation that such acceptance is in general accord with the design intent and applicable engineering principles, and will not endanger public safety). Contractor shall pay all claims, costs, losses, and damages attributable to Owner's evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness), and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to final payment, the necessary revisions in the Contract Documents with respect to the Work shall be incorporated in a Change Order. If the parties are unable to agree as to the decrease in the Contract Price, reflecting the diminished value of Work so accepted, then Owner may impose a reasonable set-off against payments due under Article 15. If the acceptance of defective Work occurs after final payment, Contractor shall pay an appropriate amount to Owner. 14.05 Uncovering Work A. Engineer has the authority to require additional inspection or testing of the Work, whether or not the Work is fabricated, installed, or completed. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-53 and American Society of Civil Engineers. All rights reserved. Page 53 of 65 B. If any Work is covered contrary to the written request of Engineer, then Contractor shall, if requested by Engineer, uncover such Work for Engineer's observation, and then replace the covering, all at Contractor's expense. C. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, then Contractor, at Engineer's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, and provide all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall be responsible for all claims, costs, losses, and damages arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and pending Contractor's full discharge of this responsibility the Owner shall be entitled to impose a reasonable set-off against payments due under Article 15. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, then Contractor may submit a Change Proposal within 30 days of the determination that the Work is not defective. 14.06 Owner May Stop the Work A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, then Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 14.07 Owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work, or to remove and replace rejected Work as required by Engineer, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, then Owner may, after seven days written notice to Contractor, correct or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 14.07, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable Owner to exercise the rights and remedies under this paragraph. C. All claims, costs, losses, and damages incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 14.07 will be charged against Contractor as set- offs against payments due under Article 15. Such claims, costs, losses and damages will EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-54 and American Society of Civil Engineers. All rights reserved. Page 54 of 65 include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 14.07. ARTICLE 15 — PAYMENTS TO CONTRACTOR; SET -OFFS; COMPLETION; CORRECTION PERIOD 15.01 Progress Payments A. Basis for Progress Payments: The Schedule of Values established as provided in Article 2 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed during the pay period, as determined under the provisions of Paragraph 13.03. Progress payments for cost -based Work will be based on Cost of the Work completed by Contractor during the pay period. B. Applications for Payments: 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens, and evidence that the materials and equipment are covered by appropriate property insurance, a warehouse bond, or other arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. C. Review of Applications: 1. Engineer will, within 10 days after receipt of each Application for Payment, including each resubmittal, either indicate in writing a recommendation of payment and present the Application to Owner, or return the Application to Contractor indicating in writing Engineer's reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engineer's recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer's observations of the executed Work as an experienced and qualified design professional, and on Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer's knowledge, information and belief: EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-55 and American Society of Civil Engineers. All rights reserved. Page 55 of 65 a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 13.03, and any other qualifications stated in the recommendation); and c. the conditions precedent to Contractor's being entitled to such payment appear to have been fulfilled in so far as it is Engineer's responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer's review of Contractor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the money paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner stated in Paragraph 15.01.C.2. 6. Engineer will recommend reductions in payment (set -offs) necessary in Engineer's opinion to protect Owner from loss because: a. the Work is defective, requiring correction or replacement; b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work in accordance with Paragraph 14.07, or has accepted defective Work pursuant to Paragraph 14.04; d. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; or EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-56 and American Society of Civil Engineers. All rights reserved. Page 56 of 65 e. Engineer has actual knowledge of the occurrence of any of the events that would constitute a default by Contractor and therefore justify termination for cause under the Contract Documents. D. Payment Becomes Due: 1. Ten days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended (subject to any Owner set -offs) will become due, and when due will be paid by Owner to Contractor. E. Reductions in Payment by Owner: 1. In addition to any reductions in payment (set -offs) recommended by Engineer, Owner is entitled to impose a set-off against payment based on any of the following: a. claims have been made against Owner on account of Contractor's conduct in the performance or furnishing of the Work, or Owner has incurred costs, losses, or damages on account of Contractor's conduct in the performance or furnishing of the Work, including but not limited to claims, costs, losses, or damages from workplace injuries, adjacent property damage, non-compliance with Laws and Regulations, and patent infringement; b. Contractor has failed to take reasonable and customary measures to avoid damage, delay, disruption, and interference with other work at or adjacent to the Site; c. Contractor has failed to provide and maintain required bonds or insurance; d. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; e. Owner has incurred extra charges or engineering costs related to submittal reviews, evaluations of proposed substitutes, tests and inspections, or return visits to manufacturing or assembly facilities; f. the Work is defective, requiring correction or replacement; g. Owner has been required to correct defective Work in accordance with Paragraph 14.07, or has accepted defective Work pursuant to Paragraph 14.04; h. the Contract Price has been reduced by Change Orders; i. an event that would constitute a default by Contractor and therefore justify a termination for cause has occurred; j. liquidated damages have accrued as a result of Contractor's failure to achieve Milestones, Substantial Completion, or final completion of the Work; k. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; I. there are other items entitling Owner to a set off against the amount recommended. 2. If Owner imposes any set-off against payment, whether based on its own knowledge or on the written recommendations of Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and the specific amount of the reduction, and promptly pay Contractor any amount EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-57 and American Society of Civil Engineers. All rights reserved. Page 57 of 65 remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, if Contractor remedies the reasons for such action. The reduction imposed shall be binding on Contractor unless it duly submits a Change Proposal contesting the reduction. 3. Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 15.01.C.1 and subject to interest as provided in the Agreement. 15.02 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment furnished under the Contract will pass to Owner free and clear of (1) all Liens and other title defects, and (2) all patent, licensing, copyright, or royalty obligations, no later than seven days after the time of payment by Owner. 15.03 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete and request that Engineer issue a certificate of Substantial Completion. Contractor shall at the same time submit to Owner and Engineer an initial draft of punch list items to be completed or corrected before final payment. B. Promptly after Contractor's notification, Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a preliminary certificate of Substantial Completion which shall fix the date of Substantial Completion. Engineer shall attach to the certificate a punch list of items to be completed or corrected before final payment. Owner shall have seven days after receipt of the preliminary certificate during which to make written objection to Engineer as to any provisions of the certificate or attached punch list. If, after considering the objections to the provisions of the preliminary certificate, Engineer concludes that the Work is not substantially complete, Engineer will, within 14 days after submission of the preliminary certificate to Owner, notify Contractor in writing that the Work is not substantially complete, stating the reasons therefor. If Owner does not object to the provisions of the certificate, or if despite consideration of Owner's objections Engineer concludes that the Work is substantially complete, then Engineer will, within said 14 days, execute and deliver to Owner and Contractor a final certificate of Substantial Completion (with a revised punch list of items to be completed or corrected) reflecting such changes from the preliminary certificate as Engineer believes justified after consideration of any objections from Owner. D. At the time of receipt of the preliminary certificate of Substantial Completion, Owner and Contractor will confer regarding Owner's use or occupancy of the Work following Substantial Completion, review the builder's risk insurance policy with respect to the end of the builder's risk coverage, and confirm the transition to coverage of the Work under a permanent property insurance policy held by Owner. Unless Owner and Contractor agree otherwise in writing, Owner shall bear responsibility for security, operation, protection of the Work, property insurance, maintenance, heat, and utilities upon Owner's use or occupancy of the Work. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-58 and American Society of Civil Engineers. All rights reserved. Page 58 of 65 E. After Substantial Completion the Contractor shall promptly begin work on the punch list of items to be completed or corrected prior to final payment. In appropriate cases Contractor may submit monthly Applications for Payment for completed punch list items, following the progress payment procedures set forth above. F. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to remove its property and complete or correct items on the punch list. 15.04 Partial Use or Occupancy A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, subject to the following conditions: 1. At any time Owner may request in writing that Contractor permit Owner to use or occupy any such part of the Work that Owner believes to be substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor, Owner, and Engineer will follow the procedures of Paragraph 15.03.A through E for that part of the Work. 2. At any time Contractor may notify Owner and Engineer in writing that Contractor considers any such part of the Work substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 15.03 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 4. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 6.05 regarding builder's risk or other property insurance. 15.05 Final Inspection A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work, or agreed portion thereof, is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 15.06 Final Payment A. Application for Payment: 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance, certificates of EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-59 and American Society of Civil Engineers. All rights reserved. Page 59 of 65 inspection, annotated record documents (as provided in Paragraph 7.11), and other documents, Contractor may make application for final payment. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents; b. consent of the surety, if any, to final payment; c. satisfactory evidence that all title issues have been resolved such that title to all Work, materials, and equipment has passed to Owner free and clear of any Liens or other title defects, or will so pass upon final payment. d. a list of all disputes that Contractor believes are unsettled; and e. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of the Work, and of Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph 15.06.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (a) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (b) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owner's property, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien, or Owner at its option may issue joint checks payable to Contractor and specified Subcontractors and Suppliers. B. Engineer's Review of Application and Acceptance: 1. If, on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations under the Contract have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of final payment and present the Application for Payment to Owner for payment. Such recommendation shall account for any set -offs against payment that are necessary in Engineer's opinion to protect Owner from loss for the reasons stated above with respect to progress payments. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable, subject to the provisions of Paragraph 15.07. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. C. Completion of Work: The Work is complete (subject to surviving obligations) when it is ready for final payment as established by the Engineer's written recommendation of final payment. D. Payment Becomes Due: Thirty days after the presentation to Owner of the final Application for Payment and accompanying documentation, the amount recommended by Engineer (less any further sum Owner is entitled to set off against Engineer's recommendation, EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-60 and American Society of Civil Engineers. All rights reserved. Page 60 of 65 including but not limited to set -offs for liquidated damages and set -offs allowed under the provisions above with respect to progress payments) will become due and shall be paid by Owner to Contractor. 15.07 Waiver of Claims A. The making of final payment will not constitute a waiver by Owner of claims or rights against Contractor. Owner expressly reserves claims and rights arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 15.05, from Contractor's failure to comply with the Contract Documents or the terms of any special guarantees specified therein, from outstanding Claims by Owner, or from Contractor's continuing obligations under the Contract Documents. B. The acceptance of final payment by Contractor will constitute a waiver by Contractor of all claims and rights against Owner other than those pending matters that have been duly submitted or appealed under the provisions of Article 17. 15.08 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents, or by any specific provision of the Contract Documents), any Work is found to be defective, or if the repair of any damages to the Site, adjacent areas that Contractor has arranged to use through construction easements or otherwise, and other adjacent areas used by Contractor as permitted by Laws and Regulations, is found to be defective, then Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. correct the defective repairs to the Site or such other adjacent areas; 2. correct such defective Work; 3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others, or to other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others). C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this paragraph, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-61 and American Society of Civil Engineers. All rights reserved. Page 61 of 65 E. Contractor's obligations under this paragraph are in addition to all other obligations and warranties. The provisions of this paragraph shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. ARTICLE 16 — SUSPENSION OF WORK AND TERMINATION 16.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by written notice to Contractor and Engineer. Such notice will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be entitled to an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension. Any Change Proposal seeking such adjustments shall be submitted no later than 30 days after the date fixed for resumption of Work. 16.02 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will constitute a default by Contractor and justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule); 2. Failure of Contractor to perform or otherwise to comply with a material term of the Contract Documents; 3. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; or 4. Contractor's repeated disregard of the authority of Owner or Engineer. B. If one or more of the events identified in Paragraph 16.02.A occurs, then after giving Contractor (and any surety) ten days written notice that Owner is considering a declaration that Contractor is in default and termination of the contract, Owner may proceed to: 1. declare Contractor to be in default, and give Contractor (and any surety) notice that the Contract is terminated; and 2. enforce the rights available to Owner under any applicable performance bond. C. Subject to the terms and operation of any applicable performance bond, if Owner has terminated the Contract for cause, Owner may exclude Contractor from the Site, take possession of the Work, incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere, and complete the Work as Owner may deem expedient. D. Owner may not proceed with termination of the Contract under Paragraph 16.02.13 if Contractor within seven days of receipt of notice of intent to terminate begins to correct its failure to perform and proceeds diligently to cure such failure. E. If Owner proceeds as provided in Paragraph 16.02.13, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds the cost to complete the Work, including all related claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals) sustained by Owner, such excess will be paid to Contractor. If the cost to complete the Work including such related claims, costs, losses, EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-62 and American Society of Civil Engineers. All rights reserved. Page 62 of 65 and damages exceeds such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this paragraph, Owner shall not be required to obtain the lowest price for the Work performed. F. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue, or any rights or remedies of Owner against Contractor or any surety under any payment bond or performance bond. Any retention or payment of money due Contractor by Owner will not release Contractor from liability. G. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 6.01.A, the provisions of that bond shall govern over any inconsistent provisions of Paragraphs 16.02.13 and 16.02.D. 16.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. other reasonable expenses directly attributable to termination, including costs incurred to prepare a termination for convenience cost proposal. B. Contractor shall not be paid on account of loss of anticipated overhead, profits, or revenue, or other economic loss arising out of or resulting from such termination. 16.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (1) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (2) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (3) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the contract and recover from Owner payment on the same terms as provided in Paragraph 16.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this paragraph are not intended to preclude Contractor from submitting a Change Proposal for an adjustment in Contract Price or Contract Times or otherwise for EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-63 and American Society of Civil Engineers. All rights reserved. Page 63 of 65 expenses or damage directly attributable to Contractor's stopping the Work as permitted by this paragraph. ARTICLE 17 — FINAL RESOLUTION OF DISPUTES 17.01 Methods and Procedures A. Disputes Subject to Final Resolution: The following disputed matters are subject to final resolution under the provisions of this Article: 1. A timely appeal of an approval in part and denial in part of a Claim, or of a denial in full; and 2. Disputes between Owner and Contractor concerning the Work or obligations under the Contract Documents, and arising after final payment has been made. B. Final Resolution of Disputes: For any dispute subject to resolution under this Article, Owner or Contractor may: 1. elect in writing to invoke the dispute resolution process provided for in the Supplementary Conditions; or 2. agree with the other party to submit the dispute to another dispute resolution process; or 3. if no dispute resolution process is provided for in the Supplementary Conditions or mutually agreed to, give written notice to the other party of the intent to submit the dispute to a court of competent jurisdiction. ARTICLE 18 — MISCELLANEOUS 18.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person, by a commercial courier service or otherwise, to the individual or to a member of the firm or to an officer of the corporation for which it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the sender of the notice. 18.02 Computation of Times A. When any period of time is referred to in the Contract by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 18.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract. The provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-64 and American Society of Civil Engineers. All rights reserved. Page 64 of 65 18.04 Limitation of Damages A. With respect to any and all Change Proposals, Claims, disputes subject to final resolution, and other matters at issue, neither Owner nor Engineer, nor any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, shall be liable to Contractor for any claims, costs, losses, or damages sustained by Contractor on or in connection with any other project or anticipated project. 18.05 No Waiver A. A party's non -enforcement of any provision shall not constitute a waiver of that provision, nor shall it affect the enforceability of that provision or of the remainder of this Contract. 18.06 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract, as well as all continuing obligations indicated in the Contract, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 18.07 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 18.08 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. EJCDC® C-700 (Rev. 1), Standard General Conditions of the Construction Contract. Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, C-700-65 and American Society of Civil Engineers. All rights reserved. Page 65 of 65 SUPPLEMENTARY CONDITIONS SECTION 00 73 00 A. GENERAL These Supplementary Conditions amend or supplement the "Standard General Conditions of the Construction Contract" (EJCDC, 2013 Edition) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. ARTICLE 3 — DOCUMENTS: INTENT, REQUIREMENTS, REUSE SC 3.03 Reporting and Resolving Discrepancies Add a paragraph B.2, stating the following: If the Village determines a conflict exists between the Owner's Standard General Conditions (Section 00 70 00) and the Standard General Conditions of the Construction Contract (Section C-700), the Owner's Standard General Conditions (Section 00 70 00) shall prevail. ARTICLE 4 — COMMENCEMENT AND PROGRESS OF THE WORK SC 4.01 Commencement of Contract Times, Notice to Proceed Delete the last sentence in paragraph 4.01.A in its entirety and insert the following in its place: In no event will the Contract Times commence to run later than the ninetieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Contract, whichever date is earlier. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 00 73 00-1 WAGE RATE REQUIREMENTS SECTION 00 73 43 Cook County Prevailing Wage for September 1, 2017 (See explanation of column headings at bottom of wages) Prevailing Wage rates for Cook County effective Sept. 1, 2017 Trade Title Region Type Class Base Fore- M -F OSA OSH H/W Pension Vacation Training Wage man OT Wage ASBESTOS ABT -GEN ALL ALL 41.20 42.20 1.5 1.5 2 14.65 12.32 0.00 0.50 ASBESTOS ABT -MEC ALL BLD 37.46 39.96 1.5 1.5 2 11.62 11.06 0.00 032 BOILERMAKER ALL BLD 48.49 52.86 2 2 2 6.97 19.61 0.00 0.90 BRICK MASON ALL BLD 45.38 49.92 1.5 1.5 2 10.45 16.68 0.00 0.90 CARPENTER ALL ALL 46.35 48.35 1.5 1.5 2 11.79 18.87 0.00 0.63 CEMENT MASON ALL ALL 44.25 46.25 2 1.5 2 14.00 17.16 0.00 0.92 CERAMPC TILE FNSHER ALL BLD P MI 1.5 1.5 2 kQ65 71.18 0.00 . COMM. ELECT. ALL BLD 43.10 4590 1.5 1.5 2 8.88 13.22 1.00 0.85 ELECTRIC PWR EQMT OP ALL ALL 50.50 55.50 1.5 1.5 2 11.69 16.69 0.00 3.12 ELECTRIC PWR GRNDMAN ALL ALL 39.39 55.50 1.5 1.5 2 9.12 13.02 0.00 2.43 ELECTRIC PWR LINEMAN ALL ALL 50.50 55.50 1.5 1.5 2 11.69 16.69 0.00 312 ELECTRICIAN ALL ALL 47.40 50.40 1.5 1.5 2 14.33 16.10 1.00 1.18 ELEVATOR CONSTRUCTOR ALL BLD 51.94 58.43 2 2 2 14.43 14.96 4.16 0.90 FENCE ERECTOR ALL ALL 39.58 41.58 1.5 1.5 2 13.40 13.90 0.00 0.40 GLAZIER ALL BLD 42.45 43.95 1.5 1.5 2 14.04 20.14 0.00 0.94 HT/FROST INSULATOR ALL BLD 50.50 53.00 1.5 1.5 2 12.12 12.96 0.00 0.72 IRON WORKER ALL ALL 47.33 49.33 2 2 2 14.15 22.39 0.00 0.35 LABORER ALL ALL 41.20 41.95 1.5 1.5 2 14.65 1232 0.00 0.50 LATHER ALL ALL 46.35 48.35 1.5 1.5 2 11.79 18.87 0.00 0.63 MACHINIST ALL BLD 46.35 48.85 1.5 1.5 2 7.05 8.95 1.85 1.32 MARBLE FINISHERS ALL ALL 33.95 33.95 1.5 1.5 2 10.45 15.52 0.00 0.47 MARBLE MASON ALL BLD 44.63 49.09 1.5 1.5 2 10.45 16.28 0.00 0.59 MATERIAL TESTER 1 ALL ALL 31.20 31.20 1.5 1.5 2 14.65 12.32 0.00 0.50 MATERIALS TESTER D ALL ALL 36.20 36.20 1.5 1.5 2 14.65 1232 0.00 0.50 MILLWRIGHT ALL ALL 46.35 48.35 1.5 1.5 2 11.79 18.87 0.00 0.63 OPERATING ENGINEER ALL BLD 1 50.10 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 2 48.80 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 3 46.25 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 4 44.50 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 5 53.85 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 6 51.10 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 7 53.10 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL FLT 1 55.90 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL FLT 2 54.40 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL FLT 3 48.40 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL FLT 4 40.25 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL FLT 5 57.40 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL FLT 6 38.00 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 Village of Mount Prospect Huntington Lift Station Reconstruction 00 73 43-1 Trade Title Region Type Class Base Fore- M -F OSA OSH H/W Pension Vacation Training Wage man OT Wage OPERATING ENGINEER ALL BLD 7 53.10 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL FLT 1 55.90 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL FLT 2 54.40 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL FLT 3 48.40 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL FLT 4 40.25 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL FLT 5 57.40 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL FLT 6 38.00 55.90 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL HWY 1 48.30 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 2 47.75 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 3 45.70 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 4 44.30 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 5 43.10 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 6 51.30 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 7 49.30 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 ORNAMNTLIRON ALL ALL 46.75 49.25 2 2 2 13.90 19.79 0.00 0.75 WORKER PAINTER ALL ALL 45.55 51.24 1.5 1.5 1.5 11.56 11.44 0.00 1.87 PAINTER SIGNS ALL BLD 37.45 42.05 1.5 1.5 2 2.60 3.18 0.00 0.00 PILEDRIVER ALL ALL 46.35 48.35 1.5 1.5 2 11.79 18.87 0.00 0.63 PIPEFFITER ALL BLD 47.50 50.50 1.5 1.5 2 WAS 0.00 - PLASTERER ALL BLD 42.75 45.31 1.5 1.5 2 14.00 15.71 0.00 0.89 PLUMBER ALL BLD 49.25 52.20 1.5 1.5 2 14.34 13.35 0.00 1.28 ROOFER ALL BLD 42.30 45.30 1.5 1.5 2 9.08 12.14 0.00 0.58 SHEETMETAL WORKER ALL BLD 43.50 46.98 1.5 1.5 2 11.03 23.43 0.00 0.78 SIGN HANGER ALL BLD 31.31 33.81 1.5 1.5 2 4.85 3.28 0.00 0.00 SPRINKLER FITTER ALL BLD 47.20 49.20 1.5 1.5 2 12.25 11.55 0.00 0.55 STEEL ERECTOR ALL ALL 42.07 44.07 2 2 2 13.45 19.59 0.00 0.35 STONE MASON ALL BLD 45.38 49.92 1.5 1.5 2 10.45 16.68 0.00 0.90 TERRAZZO FINISHER ALL BLD 40.54 40.54 1.5 1.5 2 10.65 12.76 0.00 0.73 TERRAZZO MASON ALL BLD 44.38 47.88 1.5 1.5 2 10.65 14.15 0.00 0.82 TILE MASON ALL BLD 1.5 1.5 2 50.65 13.88 0.00 - TRAFFIC SAFETY WRKR ALL HWY 33.50 1.5 1.5 2 6.00 7.25 0.00 0.50 TRUCK DRIVER E ALL 1 35.60 36.25 1.5 1.5 2 8.56 11.50 0.00 0.15 TRUCK DRIVER E ALL 2 35.85 36.25 1.5 1.5 2 8.56 11.50 0.00 0.15 TRUCK DRIVER E ALL 3 36.05 36.25 1.5 1.5 2 8.56 11.50 0.00 0.15 TRUCK DRIVER E ALL 4 36.25 36.25 1.5 1.5 2 8.56 11.50 0.00 0.15 TRUCK DRIVER W ALL 1 35.98 36.53 1.5 1.5 2 8.25 10.14 0.00 0.15 TRUCK DRIVER W ALL 2 36.13 36.53 1.5 1.5 2 8.25 10.14 0.00 0.15 TRUCK DRIVER W ALL 3 36.33 36.53 1.5 1.5 2 8.25 10.14 0.00 0.15 TRUCK DRIVER W ALL 4 36.53 36.53 1.5 1.5 2 8.25 10.14 0.00 0.15 TUCKPOWTER ALL BLD 45.42 46.42 1.5 1.5 2 8.32 15.42 0.00 0.80 Legend M -F OT Unless otherwise noted, OT pay is required for any hour greater than 8 worked each day, Mon through Fri. The number listed is the multiple of the base wage. OSA Overtime pay required for every hour worked on Saturdays OSH Overtime pay required for every hour worked on Sundays and Holidays H/W Health/Welfare benefit Explanations COOK COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Village of Mount Prospect Huntington Lift Station Reconstruction 00 73 43-2 Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. TRUCK DRIVERS (WEST) - That part of the county West of Barrington Road. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile -like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin -set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re -tiled. COMMUNICATIONS ELECTRICIAN Installation, operation, inspection, maintenance, repair and service of radio, television, recording, voice sound vision production and reproduction, telephone and telephone interconnect, facsimile, data apparatus, coaxial, fibre optic and wireless equipment, appliances and systems used for the transmission and reception of signals of any nature, business, domestic, commercial, education, entertainment, and residential purposes, including but not limited to, communication and telephone, electronic and sound equipment, fibre optic and data communication systems, and the performance of any task directly related to such installation or service whether at new or existing sites, such tasks to include the placing of wire and cable and electrical power conduit or other raceway work within the equipment room and pulling wire and/or cable through conduit and the installation of any incidental conduit, such that the employees covered hereby can complete any job in full. Village of Mount Prospect Huntington Lift Station Reconstruction 00 73 43-3 MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade), carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers); Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End -loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Conveyor (Truck Mounted); Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted); Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Spider Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self -Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre -Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip -Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Village of Mount Prospect Huntington Lift Station Reconstruction 00 73 43-4 Laser Screed; Rock Drill (Self -Propelled); Rock Drill (Truck Mounted); Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work); Hydraulic Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Low Boys; Pumps, Well Points; Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7. Mechanics; Welders. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments); Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self -Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre -Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip - Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic Telescoping Form (Tunnel); Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers); Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO). Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Common Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type); Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro -Blaster; Village of Mount Prospect Huntington Lift Station Reconstruction 00 73 43-5 Hydro Excavating (excluding hose work); Laser Screed; All Locomotives, Dinky; Off - Road Hauling Units (including articulating) Non Self -Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc., self-propelled; Self -Propelled Compactor; Spreader - Chip - Stone, etc.; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size); Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc.; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over); Conveyor, Portable; Farm -Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post -Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper -Form -Motor Driven. Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling); Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Pumps, Well Points; Vacuum Trucks (excluding hose work); Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 5. SkidSteer Loader (all); Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEER - FLOATING Class 1. Craft Foreman; Master Mechanic; Diver/Wet Tender; Engineer; Engineer (Hydraulic Dredge). Class 2. Crane/Backhoe Operator; Boat Operator with towing endorsement; Mechanic/Welder; Assistant Engineer (Hydraulic Dredge); Leverman (Hydraulic Dredge); Diver Tender. Class 3. Deck Equipment Operator, Machineryman, Maintenance of Crane (over 50 ton capacity) or Backhoe (115,000 lbs. or more); Tug/Launch Operator; Loader/Dozer and like equipment on Barge, Breakwater Wall, Slip/Dock, or Scow, Deck Machinery, etc. Class 4. Deck Equipment Operator, Machineryman/Fireman (4 Equipment Units or More); Off Road Trucks; Deck Hand, Tug Engineer, Crane Maintenance (50 Ton Capacity and Under) or Backhoe Weighing (115,000 pounds or less); Assistant Tug Operator. Class 5. Friction or Lattice Boom Cranes. Class 6. ROV Pilot, ROV Tender TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. TRAFFIC SAFETY Village of Mount Prospect Huntington Lift Station Reconstruction 00 73 43-6 Work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary lane markings, and the installation and removal of temporary road signs. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION - EAST & WEST Class 1. Two or three Axle Trucks. A -frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2 -man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2 -man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self -loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yards; Ready -mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self -loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1 -man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1 -man operation; Winch trucks, 3 axles or more; Mechanic --Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self- loading equipment like P.B. and trucks with scoops on the front. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Village of Mount Prospect Huntington Lift Station Reconstruction 00 73 43-7 Notwithstanding the difference in the entitled "Material Tester I" involves entitled "Material Tester/Inspector I" "Material Tester II" involves the same "Material Tester/Inspector II". Village of Mount Prospect Huntington Lift Station Reconstruction classification title, the classification the same job duties as the classification Likewise, the classification entitled job duties as the classification entitled --END OF SECTION -- 00 73 43-8 DRAWINGS SECTION 00 80 00 The following Drawings shall be made part of these Bidding Documents and shall form a basis for the Contract Price. SHEET NO. DRAWING TITLE 1 Cover Sheet 2 Legend and General Notes 3 MWRD General Notes 4 Existing Condition and Demolition Plan 5 Proposed Lift Station Plan and Details 6 Electrical Site Plan and Schedule 7 One Line Diagram 8 Electrical Details 9 Miscellaneous Details 1 10 Miscellaneous Details 2 If awarded the Contract and before starting Work, Contractor shall field verify for accuracy all Drawings pertinent to this project and conditions as noted thereon. Any discrepancies found shall be brought to the attention of the Owner immediately. If such discrepancies will result in changes to Contractor's prices, these changes shall be discussed with the Owner and executed before Contractor starts Work. The Owner will not accept any changes in Contract Price after start of Work which may or may not be due to any discrepancy in any Drawing. --END OF SECTION -- Village of Mount Prospect Huntington Lift Station Reconstruction 00 80 00-1 SUMMARY OF WORK SECTION 01 10 00 PART 1 — GENERAL 1.01 LOCATION OF WORK: A. The work of this Contract is located in the Village of Mount Prospect, at the Huntington Lift Station, 601 W Golf Road. B. The limits of the project location is constrained to the public right of way and existing Village easements. Any construction easements or staging areas required by the Contractor (other than those shown on the Drawings) shall be the responsibility of the Contractor. Any specialized machinery and / or equipment due to the limited site constraints and type of work to be performed, shall be the responsibility of the Contractor. 1.02 SCOPE OF WORK: A. Furnish all labor, materials, equipment and incidentals necessary and rehabilitate / reconstruct the Huntington Lift Station complete and ready for operation as shown on the Drawings and specified herein. B. The work includes, but is not necessarily limited to, the following major items: 1. Huntington Lift Station a. Demolish and remove existing control panel, wet well pumps, and electrical / controls serving wet well. b. Line wet well interior with corrosion protection coating. C. Rehabilitate existing wet well for submersible type pump station operation, including new wet well top with access hatch. d. Install new submersible solids handling pumps with constant speed drives and controls and perform associated electrical and instrumentation work. e. Construct new valve and piping with associated appurtenances. f. New traffic box enclosure with electrical gear and controls, on concrete pad. Village of Mount Prospect Huntington Lift Station Reconstruction 01 10 00-1 1.03 WORK SEQUENCE: A. The Contractor will be responsible for the sequence of construction and continuous operation of the lift stations throughout the project. The proposed sequence shall be in accordance with the approved schedule submitted by the Contractor. 1.04 CONTRACTOR'S USE OF PREMISES: A. Contractor shall limit the use of the premises for the performance of the Work and storage of materials and equipment to allow for the Owner's use in operating and maintaining the pump station. B. Contractor shall coordinate with the Owner necessary access for normal maintenance requirements. C. Contractor shall assume full responsibility for security of all his and his subcontractors materials and equipment stored on the site. D. If directed by the Owner, Contractor shall move any stored items which interfere with operations of the Owner or the convenience of the public. E. Obtain and pay for use of additional storage or work areas if needed to perform the Work. F. Noise: The Contractor is specifically advised that the project site is located in close proximity to existing residential properties. Contractor shall employ all necessary means and methods required to mitigate the noise impacts to the adjacent residents. PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION As specified in applicable sections of the Contract Documents. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item but shall be considered as included in the prices bid for the various pay items of work involved. END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 10 00-2 PROJECT MEETINGS SECTION 01 31 19 PART 1 — GENERAL 1.01 PRECONSTRUCTION CONFERENCE: A. The preconstruction conference will be held in accordance with Article 2.04 of the General Conditions and applicable Supplementary Conditions. 1.02 PROGRESS MEETINGS WITH ENGINEER: A. General progress meetings shall be held once every two weeks with times coordinated with preparation of payment requests. Meeting dates shall be established by the Engineer. Require every entity then involved in the planning, coordination or performance of work to be properly represented at each meeting. Include (when applicable) consultants, separate contractors (if any), principal subcontractors, suppliers/manufacturers/fabricators, governing authorities, insurers, special supervisory personnel and others with an interest or expertise in the progress of the work. Review each entity's present and future needs including interface requirements, time, sequence, deliveries, access, site utilization, temporary facilities and services, hours of work, hazards and risks, housekeeping, submittals, change orders, and documentation of information for payment requests. Discuss whether each element of current work is ahead of schedule. Determine how behind -time work will be expedited, and secure commitments from the entities involved in doing so. Discuss whether schedule revisions are required to ensure that current work and subsequent work will be completed within the Contract Time. Review everything of significance which could affect the progress of the work. B. Within seven days after each progress meeting date, the Engineer will forward copies of the minutes -of -the -meeting, to the Contractor. C. Immediately following each progress meeting where revisions to the Progress Schedule/Critical Path Schedule have been made or recognized (regardless of whether agreed to by each entity represented), the Contractor shall revise the Schedule and reissue within 10 days after meeting. PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION As specified in applicable sections of the Contract Documents. Village of Mount Prospect Huntington Lift Station Reconstruction 01 31 19-1 PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 31 19-2 CONSTRUCTION PROGRESS SCHEDULES SECTION 01 32 16 PART 1 — GENERAL 1.01 DESCRIPTION: A. Contractor shall prepare and submit to Engineer for review within 10 days after Notice to Proceed, a construction progress schedule. B. No work shall be done between 7:00 p.m. and 7:00 a.m. nor on Sundays or legal holidays without written permission of the Owner. However, emergency work may be done without prior permission. 1.02 REQUIRED COMPLETION DATES: A. Substantial Completion: The work of this Contract shall reach substantial completion 170 consecutive calendar days from the date of the Notice to Proceed. Substantial completion of the Work is when the facility is ready for use, but not necessarily including, final check-out, start-up testing, and placing into operation of all equipment is complete. B. Final Completion: Final completion shall be defined as the date when equipment start-up has successfully been completed and the equipment has been placed into satisfactory operation. Final completion shall be no later than 15 calendar days after date of Substantial Completion. 1.03 FORM OF SCHEDULES: A. Prepare schedules in form of a horizontal bar chart. 1. Provide separate horizontal bar for each trade or operation. 2. Horizontal Time Scale: Identify first work day of each week. 3. Scale and spacing to allow space for notations and future revisions. B. Format of Listings: Chronological order of start of each item of work. C. Identification of Listings: By major specification section numbers. 1.04 CONTENT OF SCHEDULES: A. Construction Progress Schedule: 1. Show complete sequence of construction by activity. Village of Mount Prospect Huntington Lift Station Reconstruction 01 32 16-1 2. Show dates for beginning and completion of each major element of construction and installation dates for major items of equipment. Elements shall include, but not be limited to the following: a. Shop drawing receipt from supplier/manufacturer submitted to Engineer, review and return to supplier/manufacturer. b. Material and equipment order, manufacturer, delivery, installation, and checkout. c. Performance tests and supervisory services activity. d. Piping, duct work, and wiring installation. e. Construction of various facilities. f. Concrete pour sequence. g. Backfilling, grading, seeding, sodding, landscaping, fence construction, and paving. h. Electrical work activity. i. Mechanical work activity. j. Sewer installation. k. Connection to existing sewers. I. Force main installation. m. Subcontractor's items of work. n. Final cleanup. o. Allowance for inclement weather. p. Demolition. q. Miscellaneous concrete placement. 3. Show projected percentage of completion for each items as of first day of each month. 1.05 SCHEDULE REVISIONS: A. Every 28 days, the Contractor shall revise the construction schedule to reflect changes in progress of work. B. Indicate progress of each activity at date of submittal. C. Show changes occurring since previous submittal of schedule including: Major changes in scope; Activities modified since previous submittal; Revised projections of progress and completion; Other identifiable changes. D. Provide a narrative report as needed to define: Problem areas, anticipated delays, and impact on schedule; Corrective action recommended and its effort; Effect of changes on schedules of other Contractors if applicable. 1.06 SUBMITTAL REQUIREMENTS: Village of Mount Prospect Huntington Lift Station Reconstruction 01 32 16-2 E. For initial submittal of construction schedule and subsequent revisions thereof, furnish six copies of schedule to Engineer. PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION As specified in applicable sections of the Contract Documents. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. END OF SECTION Village of Mount Prospect Huntington Lift Station Reconstruction 01 32 16-3 SUBMITTALS SECTION 01 33 00 PART 1 — GENERAL 1.01 SCOPE A. This Section establishes minimum requirements and procedures for Submittals by the Contractor for materials and equipment provided for under the Work of this Contract. Specific details for additional drawings, data and information to be submitted shall be in accordance with the applicable requirements of other Sections of these Specifications. B. Acceptable Manufacturers and Equipment Suppliers for various items of equipment are specified in respective Sections of these Contract Documents. For convenience of designation in the Contract Documents, certain equipment, articles, materials, and processes are designated by manufacturer trade name or catalog name and number. Such designation shall be deemed to be followed by the words "or approved equal" whether such words are shown or not. The Contractor may offer material or processes which are equal to that so indicated or specified at the time of Bid. The burden of proof as to comparative quality and suitability of alternatives shall be upon the Contractor. After acceptance of Bid, no substitutions will be allowed, except as stated in the Bid. (Exception: Where Specifications indicate "No Substitutions Allowed" the Contractor shall provide the designated manufacturers equipment without exception.) 1.02 SUBMITTAL PROCEDURES A. The Contractor shall, within 10 calendar days after receiving the Notice to Proceed, prepare and submit for review a construction schedule together with a detailed list of all the submittals which the Contractor proposes to make to meet the requirements of this and other Sections, including the dates on which the Contractor proposes to make such submittals. B. The Contractor shall submit submittals in electronic format. If hard copies are submitted, the Contractor shall submit 3 hard copies of the submittal packages to the Engineer for each submittal iteration if the submittal is provided as a hard copy. C. The Engineer will make internal distribution to the Owner and other interested parties. D. Submittals shall be in the English language. E. Weights, measures, and units shall be English units. Village of Mount Prospect Huntington Lift Station Reconstruction 01 33 00-1 F. Symbols and drawings shall conform to ANSI Y32.2 / IEEE 315/SCA Z99. 1.03 CONTRACTOR RESPONSIBILITIES A. Review submittals prior to submission. B. Determine and verify: 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and similar data. 4. Conformance to specifications. C. Coordinate each submittal with other submittals and with requirements of Work and of Contract Documents. D. Notify Engineer in writing, at time of submission, of any deviations in submittals from requirements of Contract Documents. Any such deviations permitted by Engineer will require modifications of Contract Documents. E. Provide space on Shop Drawings for Contractor and Engineer stamps. F. When Shop Drawings are revised for resubmission, identify all changes made since previous submission. G. Submittals containing language imposing duties on others (such as verification of dimensions or supply of related information) inconsistent with contract language shall be null and void. H. Submittals shall not be used as media for inquiries for information or for verification of information that must be supplied by others to Contractor. Inquiries or verification of information shall be made by separate Contractor submittal using Request for Information (RFI) process. Begin no fabrication or Work which requires submittal review until return of submittals by Engineer with stamp, as either "Furnish as Submitted", or "Furnish as Corrected." J. Distribute copies of reviewed submittals that carry Engineer stamp as either "Furnish as Submitted" or "Furnish as Corrected" as appropriate. Instruct parties to promptly report any inability to comply with requirements. Village of Mount Prospect Huntington Lift Station Reconstruction 01 33 00-2 K. Submittals not requested will not be recognized or processed. 1.04 ENGINEER DUTIES A. Review required submittals with reasonable promptness and in accord with schedule, only for general conformance to design concept of Project and compliance with information given in Contract Documents. Review shall not extend to means, methods, sequences, techniques, or procedures of construction or to safety precautions or program incident thereto. Review of a separate item as such will not indicated approval of assembly in which item functions. B. Affix stamp and initials or signature, and indicate requirements for resubmittal, or review of submittal. Engineer's action on submittals is classified as follows: 1. Furnish as Submitted: Submittal has been reviewed and appears to be in conformance to design concept of Project and Contract Documents. Contractor may proceed with fabrication of work in submittal. 2. Furnish as Corrected: Submittal has been reviewed and appears to be in conformance to design concept of Project and Contract Documents, except as noted by reviewer. Contractor may proceed with fabrication of work in submittal with modifications and corrections as indicated by reviewer. 3. Revise and Resubmit: Submittal has been reviewed and appears not to be in conformance to design concept of Project or with Contract Documents. Contractor shall not proceed with fabrication of work in submittal, but instead shall make any corrections required by reviewer and resubmit for review. 4. Rejected: Submittal is being returned without having been reviewed because: 1) not required by Contract Documents; 2) grossly incomplete; 3) indicates no attempt at conformance to Contract Documents; 4) cannot be reproduced; 5) lacks Contractor's completed approval stamp; or 6) lacks design professional's seal when required by law or Contract Documents. If submittal is required by Contract Documents, Contractor shall not proceed with Work as detailed in submittal, but instead shall correct defects and resubmit for review. C. Return one copy of submittals to Contractor. Contractor shall make additional distribution as required. D. Submittals which do not contain markup, or which have minor markup that can be adequately described without referencing submittal, will not be Village of Mount Prospect Huntington Lift Station Reconstruction 01 33 00-3 returned. Reviewer will return signed submittal stamp with written description of Review's comments. E. Review of submittals shall not relieve Contractor from responsibility for any variation from Contract Documents unless Contractor has, in writing, called Engineer's attention to such variation at time of submission, and Engineer has given written concurrence pursuant to Contract Documents to specific variation, nor shall any concurrence by Engineer or other reviewer relieve Contractor from responsibility for errors or omissions in submittals. 1.05 SHOP DRAWINGS SUBMITTALS A. Submit for review for limited purpose of checking for conformance to information given and design concept expressed in Contract Documents. Produce copies and distribute in accordance with article "Submittal Procedures" and for record documents purposes as described in Section 01 33 00. B. Designate in construction schedule, or in separate coordinated submittal schedule, dates for submission and dates that reviewed submittals will be needed. C. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in Work or in work of other contractors. D. Present in clear and thorough manner, complete with respect to dimensions, design criteria, materials of construction, and like information to enable review of information as required. E. Details shall be identified by reference to sheet and detail, schedule or room numbers shown on Drawings. F. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. G. Equipment which is identified on Contract Documents with tag number or name shall be identified on Shop Drawing with same tag. H. Schedule submittals to expedite Project. Coordinate submission of related items. I. For each submittal for review, allow 10 calendar days to complete review process. J. Identify variations from Contract Documents and product or system limitations which may be detrimental to successful performance of completed Work. Village of Mount Prospect Huntington Lift Station Reconstruction 01 33 00-4 K. Shop Drawings shall be submitted in electronic format. 1. Submit electronic copy to Engineer. 2. Text documents shall be submitted in .pdf format. 3. Drawings shall be submitted in .pdf format. 4. Electronic submittal shall be suitable for reproduction in black and white. 5. Samples may be submitted to Engineer at address given in these documents. L. Submittals shall contain: 1. Date of submission and dates of any previous submissions. 2. Project title and number. 3. Contract identification. 4. Names of: a. Contractor. b. Supplier. C. Manufacturer 5. Identification of product, with Specification section number and article number. 6. Field dimensions, clearly identified as such. 7. Relation to adjacent or critical features of Work or materials. 8. Applicable standards, such as ASTM or Federal Specification numbers. 9. Identification of deviations from Contract Documents. 10. Identification of revisions on resubmittals. 11.An 8" x 3" blank space for Contractor and reviewer stamps. 12.Indication of Contractor's approval, initialed or signed, with wording substantially as follows: "Contractor represents to Owner and Engineer that Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data, or assumes full responsibility for doing so and has reviewed or coordinated each submittal with requirements of Work and Contract Documents." 13. If Contract Documents include performance specifications stating required results which can be verified as meeting stipulated criteria, so that further design by Contractor prior to fabrication is necessary, Submittal depicting such design must be prepared under seal of professional engineer registered licensed in appropriate state and Submittal shall be signed and sealed in accordance with applicable regulations and with following certification statement: Village of Mount Prospect Huntington Lift Station Reconstruction 01 33 00-5 "I hereby certify that this engineering document was prepared by me or under my direct personal supervision, that I am a duly registered licensed professional engineer under laws of state of Illinois and I accept responsibility for adequacy of this document to meet criteria stipulated in Contract Documents." M. Product Data: 1. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. 2. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. N. Design Data: 1. Submit for Engineer's knowledge as contract administrator or for Owner. 2. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents. O. Data sheets: 1. Data sheets may require information not known until Contractor's engineering is complete. Furnish estimated values based on good engineering judgment. Estimated values shall be identified by placement of "(est.)" next to value. 2. Data Sheets shall be updated and resubmitted by Contractor once final values are known. 3. Do not leave items blank or labeled "To Be Determined" or "Later." 4. Do not submit manufacturer Product Data instead of completed data sheets. P. Test reports: 1. Submit for Engineer's knowledge as contract administrator or for Owner. 2. Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents. Q. Certificates: 1. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor. Village of Mount Prospect Huntington Lift Station Reconstruction 01 33 00-6 2. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. 3. Certificates may be recent or previous test results on material or product, but must be acceptable to reviewer. R. Manufacturer's instructions - 1 . nstructions: 1. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Engineer for delivery to Owner in quantities specified for Product Data. 2. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. S. Manufacturer's field reports: 1. Submit report in duplicate within 30 days of observation for information. 2. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents. T. Erection drawings: 1. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents. 2. Data indicating inappropriate or unacceptable Work may be subject to action by Engineer or Owner. U. Samples: 1. Samples for selection as specified in product sections: a. Submit for aesthetic, color, or finish selection. b. Submit samples of finishes from full range of manufacturers' standard colors, textures, and patterns for selection. 2. Submit to illustrate functional and aesthetic characteristics of product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 3. Include identification on each sample, with full Project information. 4. Submit number specified in individual Specification Sections; 1 of which will be retained by Engineer. 5. Reviewed Samples which may be used in Work are indicated in individual Specification Sections. 6. Samples will not be used for testing purposes unless specifically stated in specification section. Village of Mount Prospect Huntington Lift Station Reconstruction 01 33 00-7 7. Field Samples and mock-ups a. Erect at Project Site, at location acceptable to Engineer. b. Size or area: That specified in respective Specification Section. C. Fabricate each Sample and mock-up complete and finished. d. Remove mock-ups upon acceptance of Work or when acceptable to Engineer. V. Proposed products list: 1. Within 15 days after date of Notice to Proceed, submit list of major products proposed to Engineer for use, with name of manufacturer, trade name, and model number of each product. 2. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. W. Operations and maintenance manuals - 1 . anuals: 1. Designate in construction schedule, or in separate coordinated schedule, dates for submission and dates that reviewed operations and maintenance manuals will be needed. 2. Operations and maintenance manuals shall be presented in clear and thorough manner, complete with respect to dimensions, design criteria, materials of construction, and like information to enable reviewer to review information as required. Details shall be identified by reference to sheet and detail, schedule or room numbers shown on Drawings. 1.06 RESUBMISSION REQUIREMENTS A. Make any corrections or changes in submittals required by Engineer and resubmit until stamped as either "Furnish and Submitted" or "Furnish as Corrected." B. Text and depictions changed on Submittal shall be back -circled (clouded). C. Engineer will assume that portions of Submittal not back -circled have not been changed by Contractor from previous submission. D. Indicate revision number and date in document revision block. 1.07 DISTRIBUTION A. Distribute reproductions of Shop Drawings which carry Engineer stamp as either "Furnish and Submitted" or "Furnish as Corrected" to: 1. Job site file. Village of Mount Prospect Huntington Lift Station Reconstruction 01 33 00-8 2. Record Documents file. 3. Other affected contractors. 4. Subcontractors. 5. Supplier or fabricator. B. Distribute Samples which carry Engineer stamp as either "Furnish and Submitted" or "Furnish as Corrected" as directed by Engineer. 1.08 VIDEO DOCUMENTATION OF EXISTING CONDITIONS A. Prior to construction, perform video recording in all areas to be disturbed by construction. Recording shall document significant features that may be affected by construction activity. B. Provide labor, equipment, and materials for televising and complete video documentation of construction areas. C. Personnel and equipment: 1. Furnish equipment, supplies, and materials necessary to complete Work as specified. 2. Equipment not giving proper results shall be replaced. D. Camera and other components shall provide clean, clear, and sharp color picture. E. Video/photographic recording: 1. Provide complete color video recording of construction areas. Video recording media produced shall be compatible with Owner's video equipment. 2. Produce video recordings of sufficient quality to allow proper in-house viewing with minimum of distortion; no image tearing. 3. Provide voice narration on video recording to document following information: 4. Name of city, street, and date upon which video inspection was made. 5. Description of special features, i.e. cracked pavements, special landscaping, etc. 6. Stop camera at special features for minimum of 10 seconds to allow for photographic documentation. 7. Deliver video recording to Engineer who, after review, will deliver recording to Owner for permanent records. 8. Label each recording to identify sewer and limits of coverage. F. Recording procedure: Village of Mount Prospect Huntington Lift Station Reconstruction 01 33 00-9 1. Camera shall be moved at uniform rate consistent with amount of detail being recorded. 2. Take necessary steps and adopt procedures to ensure optimum viewing conditions. 1.09 SAFETY PROCEDURES MANUAL A. Prepare and submit to Owner safety procedures manual defining Contractor's safety program for work on site. Manual shall include: 1. Safety responsibilities of Contractor's personnel. 2. Description of Contractor's safety program. 3. Requirements of use of personal protective equipment. 4. General safety-related rules of conduct. 5. Fire prevention measures. 6. Accident reporting procedures. 7. Procedures for hot work (welding, cutting, etc.), overhead work, and work in enclosed, confined spaces (tank, boiler, etc.). Reference 29 CFR Part 1910. PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION As specified in applicable sections of the Contract Documents. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section 4.02 PAYMENT A. Payment for the Work specified under Part 1.08 of this section will be made at the lump sum price for VIDEO DOCUMENTATION OF EXISTING CONDITIONS. B. Payment will not be made for any other Items except as listed above. All other costs associated with such Work shall be included in the prices bid for the various items to which they pertain. END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 33 00-10 PERMIT REQUIREMENTS SECTION 01 41 26 PART 1 — GENERAL 1.01 DESCRIPTION A. It shall be the responsibility of the Contractor to secure all permits required to initiate and complete the work under this contract, except permits obtained by the Owner. The Contractor shall be responsible for complying with all permit and approval requirements including Owner obtained. B. No separate or direct payment will be made to the Contractor for permits and inspection requirements, but all such costs shall be included in the applicable items in the Schedule of Prices. The Owner shall furnish signed and sealed sets of Contract Documents for permit use as required. C. The Contractor shall furnish to the Engineer copies of all permits and / or agreements prior to commencement of work requiring permits. D. The following permits are being obtained by the Owner: 1. Metropolitan Water Reclamation District — Watershed Management Ordinance Permit. 2. Illinois Environmental Protection Agency — Permit for Construction / Operation Permit. PART 2 — PRODUCTS Not Used PART 3 — EXECUTION Not Used PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. END OF SECTION Village of Mount Prospect Huntington Lift Station Reconstruction 014126-1 QUALITY ASSURANCE SECTION 01 43 00 PART 1 — GENERAL 1.01 DESCRIPTION A. This Section covers Quality Assurance and Control requirements for this contract, which include but are not limited to the following: 1. Perform the inspections and test required by the Specifications. 2. Provide product certifications as required by the Specifications. 3. Test, adjust, balance, and operate mechanical and electrical equipment to demonstrate that they have been properly assembled, aligned, adjusted, wired, and connected. Make any adjustments or replacements found necessary. 4. Neither observations by Engineer, Owner's Representative, nor inspections, tests, or approvals by other than Contractors, shall relieve Contractor from his/her obligation to perform the Work in accordance with the requirements of the Contract Documents. B. The Contractor is responsible for controlling the quality of work, including work of its subcontractors, suppliers, and manufacturers and for assuring the quality specified in the Technical Specifications is achieved. 1.02 CONTRACTOR FURNISHED TESTING LABORATORY SERVICES A. An independent commercial testing laboratory acceptable to the Engineer shall perform all tests that require the services of a laboratory to determine compliance with the Contract Documents. The laboratory shall be staffed with experienced technicians, properly equipped, and fully qualified to perform the tests in accordance with the specified standards. B. Preliminary Testing Services: The Contractor shall be responsible for all testing laboratory services in connection with concrete materials and mix designs, the design of asphalt mixtures, gradation tests for structural and embankment fills, backfill materials, and all other tests and engineering data required for the Engineer's review of materials and equipment proposed to be used in the Work. The Contractor shall obtain the Engineer's acceptance of the testing laboratory before having services performed and shall pay all costs for services. C. The Contractor shall not retain any testing laboratory against which the Owner or the Engineer have reasonable objection, and if at any time during the construction process the services become unacceptable to the Owner, or the Engineer, either the Owner or the Engineer may direct in writing that such services be terminated. The request must be supported with evidence of Village of Mount Prospect Huntington Lift Station Reconstruction 014300-1 improper testing or unreasonable delay. If the Engineer determines that sufficient cause exists, the Contractor shall terminate the services and engage a different testing laboratory. D. Transmittal of Test Reports: Written reports of testing and engineering data furnished by the Contractor for the Engineer's review of materials and equipment proposed to be used in the Work shall be submitted as specified for Shop Drawings. E. The Contractor's testing laboratory shall furnish four copies of a written report of each test performed by laboratory personnel within three days after each test is completed. Distribution shall be two copies of each test report to the Engineer's Representative, one copy to the Owner, and one copy for the Contractor. 1.03 CONTRACTOR FURNISHED TESTING AND INSPECTION SERVICES A. The Contractor will employ the services of an independent testing agency to conduct concrete testing. B. The Contractor shall furnish a construction schedule and a minimum of 48-hour notice of readiness for testing and inspection of the work. The Engineer shall determine the exact time and location of field sampling and testing and may require such additional sampling and testing as necessary to determine that materials and equipment conform with data previously furnished by Contractor and with the Contract Documents. C. The Contractor shall schedule the work to permit adequate time for testing and re -testing should test results not conform to the contract documents. D. The Contractor shall furnish material samples and cooperate in the field sampling and testing activities, interrupting the work when necessary. The Contractor shall furnish personnel, facilities and access to assist in the sampling and testing activities. 1.04 QUALITY ASSURANCE A. Codes and Standards: Refer to Article 3 - Contract Documents: Intent, Amending, Reuse, paragraph 3.03 of the General Conditions. B. Copies of applicable referenced standards are not included in the Contract Documents. Where copies of standards are needed by the Contractor for superintendence and quality control of the work, the Contractor shall obtain a copy or copies directly from the publication source and maintain at the jobsite, available to the Contractor's personnel, subcontractors, and Engineer. Village of Mount Prospect Huntington Lift Station Reconstruction 014300-2 C. Quality of Materials: Unless otherwise specified, all materials and equipment furnished for permanent installation in the Work shall conform to applicable standards and specifications and shall be new, unused, and free from defects and imperfections, when installed or otherwise incorporated in the Work. The Contractor shall not use material and equipment for any purpose other than that intended or specified unless the Engineer authorizes such use. D. Where so specified, products or workmanship shall also conform to the additional performance requirements included within the Contract Documents to establish a higher or more stringent standard or quality than that required by the referenced standard. 1.05 MATERIALS AND EQUIPMENT A. The Contractor shall maintain control over procurement sources to ensure that materials and equipment conform to specified requirements in the Contract Documents. B. The Contractor shall comply with manufacturer's printed instructions regarding all facets of materials and/or equipment movement, storage, installation, testing, startup, and operation. Should circumstances occur where the contract documents are more stringent than the manufacturer's printed instructions, the Contractor shall comply with the specifications. In cases where the manufacturer's printed instructions are more stringent than the contract documents, the Contractor shall advise the Engineer of the disparity and conform to the manufacturer's printed instructions. In either case, the Contractor is to apply the more stringent specification or recommendation, unless approved otherwise by the Engineer. 1.06 MANUFACTURER'S FIELD SERVICES A. When specified in the technical specifications sections, the Contractor shall arrange for and provide technical representation from manufacturers of respective equipment, items or components. The manufacturer's representative shall be a factory trained service engineer/technician with the type and length of experience specified in the technical specifications. B. Services Furnished Under This Contract: An experienced, competent, and authorized factory trained service engineer/technician representative of the manufacturer of each item of equipment for which field services are indicated in the specifications shall visit the site of the Work and inspect, operate, test, check, adjust if necessary, and approve the equipment installation. In each case, the manufacturer's service representative shall be present when the equipment is placed in operation. The manufacturer's service representative shall revisit the jobsite as often as necessary until all problems are corrected and the equipment installation and operation are satisfactory to the Engineer. Village of Mount Prospect Huntington Lift Station Reconstruction 014300-3 C. Refer to specific Technical Specification sections for additional requirements. 1.07 CERTIFICATION FORMS AND CERTIFICATES A. The Contractor shall be responsible for submitting the certification forms and certificates in conformance with the requirements specified in Section 01300 — Submittals. PART 2 — PRODUCTS All materials and equipment shall be provided as required by the Contractor for any specified testing. PART 3 — EXECUTION 3.01 QUALITY CONTROL A. Quality control is the responsibility of the Contractor, and the Contractor shall maintain control over construction and installation processes to assure compliance with specified requirements. B. Certifications for personnel, procedures, and equipment associated with special processes (e.g., welding, cable splicing, instrument calibration, surveying) shall be maintained in the Contractor's field office, available for inspection by the Engineer. Copies shall be made available to the Engineer upon request. C. Means and methods of construction and installation processes are the responsibility of the Contractor, and at no time is it the intent of the Engineer to supersede or void that responsibility. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 014300-4 TEMPORARY FACILITIES AND CONTROLS SECTION 01 50 00 PART 1 — GENERAL 1.01 SCOPE OF WORK A. Furnish and install temporary facilities as hereunder specified, plus other unspecified temporary facilities, including labor, materials, services, utilities, and equipment, as may be required for proper performance of Contract, except as otherwise provided. Temporary facilities shall be approved by the Owner and other authorities having legal jurisdiction. Locate facilities where and as directed and maintain in safe and sanitary condition at all times until completion of Work. B. At completion of work, or sooner when no longer needed, remove all temporary facilities, except where certain facilities are specified to remain or to be relocated for use under future contracts. 1.02 CONSTRUCTION EQUIPMENT A. Erect, equip, operate, and maintain construction equipment in strict accordance with applicable statues, laws, ordinances, rules, and regulations of authorities having jurisdiction. 1.03 SAFETY PRECAUTIONS A. Provide and maintain barricades, fencing, shoring, pedestrian walkways including attached lights, other lights, and other safety precautions to properly guard against personal injury and property damage as prescribed by authority having jurisdiction (See also General Conditions, Article 7). B. Maintain such items for duration of Work, and repair, replace, and relocate them as necessary for safe protection. C. Provide such additional safety precautions as may be prescribed by authorities having jurisdiction. 1.04 ROADS AND ACCESSWAYS A. Entrance to Work Site: The Contractor and subcontractors shall use only those access points or entrance ways as directed by the Owner. 1. Maintain access roads and parking areas in satisfactory condition during the Contract, and repair damages attributable to Work of this Project at intervals as needed. At completion of the Contract, roads, parking areas and entrance ways shall be left in condition at least equal to that existing Village of Mount Prospect Huntington Lift Station Reconstruction 01 50 00-1 at start of the Contract, except as may be otherwise be required by the Contract documents. 1.05 TRAFFIC CONTROL, PUBLIC SAFETY AND CONVENIENCE A. The CONTRACTOR shall at all times conduct his work so as to assure the least possible obstruction to traffic and inconvenience to the general public, and provide adequate protection of persons and property in the vicinity of the work. B. WHEN THE NORMAL FLOW OF TRAFFIC WILL BE IMPAIRED OR DISRUPTED IN ANY MANNER ON ANY STREET, THE CONTRACTOR SHALL NOTIFY THE VILLAGE OF MOUNT PROSPECT POLICE DEPARTMENT AT (847) 870-5656 AT LEAST 48 HOURS IN ADVANCE. C. Streets shall not be closed, except when and where directed by the ENGINEER, and whenever a street is not closed the work must be conducted with the provision for safe passageway for traffic at all times. The CONTRACTOR shall make all necessary arrangements concerning maintenance of traffic and selection of detours required. D. When permission has been granted to close an existing roadway, or portion thereof, the CONTRACTOR shall furnish and erect signs, barricades, lights, flags and other protective devices as necessary subject to the approval of the ENGINEER. From sunset to sunrise, the CONTRACTOR shall furnish and maintain as many yellow lights as the ENGINEER may direct. E. During working hours, the CONTRACTOR shall furnish watchmen in sufficient numbers to protect and divert the vehicular and pedestrian traffic from working areas closed to traffic, or to protect any new work. F. No separate payment will be made for such signs, barricades, lights, flags, watchmen or other protective devices as required, with all costs thereof deemed to be included in the prices bid for the various items scheduled in the bid. G. Sidewalks, gutters, drains, fire hydrants and private drives shall, insofar as practicable, be kept in condition for their intended uses. While the work is actually going on at any location, as much as half the street width at that location may be barricaded to exclude traffic entirely, but street traffic shall not be obstructed needlessly. Fire hydrants on or adjacent to the work shall be kept accessible to fire apparatus at all times, and no material or obstruction shall be placed within ten feet of any such hydrant. H. Construction material stored upon the public street shall be placed so as to cause as little obstruction to the general public as is reasonably possible. Village of Mount Prospect Huntington Lift Station Reconstruction 01 50 00-2 1.06 USE OF VILLAGE PROPERTY On -Site Storage and Work Areas: The Village will allocate available on-site storage and work areas to the Contractor, subject to change as may be necessary by job progress, such as site development or intervening work. J. Village Property and Right -of -Way: Operations shall be confined to Village property and right-of-way to greatest extent and shall not encroach on areas other than those designated or approved for such use by the Village. 1. Ascertain, observe, and comply with rules and regulations in effect, including but not restricted to, parking and traffic regulations, hours of allowable ingress and egress to main arteries, and the like. K. Existing Improvements in Streets and Parking Area: Existing signs, fire hydrants, underground valves and meter boxes, manholes, and other items occurring adjacent to the site shall be left undisturbed, unobstructed, and easily accessible at all times during construction, except as otherwise indicated or agreed to between Contractor and Village authorities. L. Covering, moving, trimming, or altering which may become necessary shall be done only with consent of and in cooperation with Village authorities having jurisdiction. Contractor shall pay costs that may be incurred. M. Make detailed examination of such Village property at start of work and conditions shall be noted by Contractor and confirmed by Village. 1. Village streets and other existing improvements therein adjacent to site, if damaged by this work, shall be repaired by the Contractor at intervals as needed. At the completion of the project, all such items not included in the Contract shall be left in condition at least equal to that at the start of operations. 2. Repair work shall conform to requirements of the Village. This includes, but is not restricted to, temporary walks for pedestrians, cleaning of mud and debris, air pollution control, and traffic control. N. Protection of Trees and Shrubs: Existing trees and shrubs to remain shall not be injured during the course of this work. Trim tree only to the extent required for construction. Coordinate with Village and Property Owner for any tree trimming required. 1. If any tree or shrub during the course of, or as a result of construction operations is injured to extent of causing its permanent disfigurement or death, the Contractor shall pay the cost of damages to the Village fore each tree or shrub so injured, amount to be agreed upon by the Village and Contractor. Village of Mount Prospect Huntington Lift Station Reconstruction 01 50 00-3 O. Protection of Existing Utilities: Protect from damage, existing utility lines not specified to be altered by Work of this Contract; any such features damaged shall be repaired or replaced to condition equal to that existing prior to commencing work of this Contract. Unless otherwise specified, maintain existing utility service at all times during construction. Utility service lines found entering site and not indicated to remain or to be incorporated in new Work, shall be plugged, capped, or otherwise abandoned by Contractor in manner satisfactory to Utility Companies whose services are involved, except as otherwise required. 1.07 CLEAN UP OF WORK AND DISPOSAL OF TRASH A. Keep work and storage areas clean and free of rubbish and perform protective and cleanup work within one day of being so notified by the Owner. B. Dispose of trash resulting from work. Recycle materials to the extent practicable. 1.08 SANITARY FACILITIES A. Provide and maintain required facilities and enclosures at each construction location. Existing facility use is not permitted. Provide at time of project mobilization. 1.09 TEMPORARY WATER A. Make arrangements for water required for construction purposes; furnish and install temporary piping or hose to carry water to every part of construction. 1.10 TEMPORARY ELECTRICITY A. The site currently has a dedicated electric service for the existing lift station which may remain active until the service transfer is made between the old and new service (scheduled by the Contractor). The existing service shall not be modified in any way that impacts the operation of the existing lift station while still in service. B. If a Village Electrical Service is not available at the site, and electrical energy is required for the proper completion of the work, the following shall apply: 1. The Contractor shall make all necessary applications and arrangements and pay all fees and charges for electrical energy for power and light necessary for the proper completion of the Work and during its entire progress. The Contractor shall provide and pay for all temporary wiring, switches, connections, panelboards, outlets, lamps, fuses, controls, meters and accessories. Village of Mount Prospect Huntington Lift Station Reconstruction 01 50 00-4 2. The electric service shall be of sufficient capacity and characteristics to supply the proper current for the various types of construction tools, motors, welding machines, lights, heating plant, pumps, and other work required. 3. The Contractor shall pay charges and fees by power company for providing the electrical service and for power used at no additional cost to the Owner. Perform all work in accordance with the power company's requirements and in manner approved by power company. ii. Notify power company prior to work. 4. The Contractor shall provide sufficient electric lighting so that all work may be done in a workmanlike manner when there is not sufficient daylight. 1.11 DEWATERING FACILITIES A. Provide and maintain dewatering and pumping facilities to keep site reasonably dry, and to protect materials and installed work from water damage until dewatering is no longer required. Remove dewatering facilities from site when no longer needed. Refer to Specification 31 23 19 for specific requirements. 1.12 SECURITY A. Contractor shall be responsible for security of Work involved in this Project, during entire time of Contract. Make good all damages to work and loss of materials due to vandalism or theft, within this responsibility. 1.13 TEMPORARY FENCING A. Provide commercial grade chain link fence to prevent trespass by workmen and suppliers onto private property and the public from the construction site. B. Provide 6 -foot high fence around construction site. Equip fence with vehicular and pedestrian gates with locks. C. Coordinate location of temporary fencing with Owner's Representative. PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION Village of Mount Prospect Huntington Lift Station Reconstruction 01 50 00-5 As specified in applicable sections of the Contract Documents. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section 4.02 PAYMENT A. Payment for the Work specified under this section will be made at the lump sum price for TEMPORARY FACILITIES AND CONTROLS. END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 50 00-6 TEMPORARY BYPASS PUMPING SYSTEMS SECTION 01 53 00 PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: Furnishing all materials, labor, equipment, power, maintenance, etc. to implement a temporary pumping system for the purpose of diverting the existing raw wastewater flow around the work area at each lift station for the durations specified and disassembly of the bypass pumping system as specified herein. B. Be responsible for the design, installation and operation of the temporary pumping system. The bypass system shall meet the requirements of all codes and regulatory agencies having jurisdiction. C. The Contractor is responsible to maintain flow at each station throughout the contract period of construction. Once the Contractor mobilizes, the City cedes responsibilities of station operations to the Contractor until Substantial Completion is reached. 1.02 SYSTEM DESCRIPTION A. Bypass Pumping Layout 1. The existing lift station is arranged with a single 10 -foot diameter wet well upstream of the dry well. This wet well has multiple incoming sewer flows with an estimated average daily flow of 561,700 GPD from two gravity lines. The larger 15 -inch accounts for approximately 85% of the gravity flow from high density residential and businesses and is a deeper line. The smaller 12 - inch line serves approximately a 60 -acre single family residential area and has a site invert 13' higher than the 15". The upstream gravity system has an estimated maximum 35,000 gallons of in pipe capacity before bypass pumping must be active. There is an existing force main cleanout flange in a vault adjacent to the lift station with a 10 -inch blank flange which may give the contractor the ability to isolate the existing dry well and wet well. It shall be the responsibility to review the site layout for the preparation and submittal of a bypass pumping plan. B. Design Requirements: 1. Provide bypass pumping systems when the depth of sanitary flow reaches a depth of 3 -feet in the manhole upstream of the wet well. Village of Mount Prospect Huntington Lift Station Reconstruction 01 53 00-1 2. Provide bypass pumping systems with firm capacity to pump the following peak flow: a. Huntington Lift Station: 1,248 GPM 3. Provide all pumps of adequate size to handle peak flow, and temporary discharge piping to ensure that the total flow of the main can be safely diverted around the pumping station. Bypass pumping system will be required to operate 24 hours per day. 4. Provide control system for the bypass pumping system which will run the pump(s) between preset levels. Additional controls are required to for high -high level and low -low Level alarms, and any pump faults. 5. Provide adequate standby equipment available and ready for immediate operation and use in the event of an emergency or breakdown. One standby pump for each size pump utilized shall be installed at the mainline flow bypassing locations, ready for use in the event of primary pump failure. 6. The bypass pumping system shall be capable of bypassing the flow around the work area as necessary for satisfactory performances of work. 7. Make all arrangements for bypass pumping during the time when the pumping station is shut down for any reason. System must overcome any existing force main pressure on discharge. C. It is essential to the operations of the existing wastewater system that there be no interruption in the flow of sewage throughout the duration of the project. To this end, provide, maintain and operate all temporary facilities such as, pumping equipment (both primary and back-up units as required), conduits, all necessary power, and all other labor and equipment necessary to intercept the wastewater flow before it reaches the point where it would interfere with the work, carry it past the work and return it to the existing wastewater downstream of the work. D. Provide all necessary means to safely convey the raw wastewater past the work area. Do not stop or impede the main flows under any circumstances. E. Maintain wastewater flow around the work area in a manner that will not cause surcharging of wastewater, damage to existing pipe line and that will protect public and private property from damage and flooding. F. Fluid Character: Provide pumping units to pump raw wastewater. Village of Mount Prospect Huntington Lift Station Reconstruction 01 53 00-2 G. Furnish pumps which meet rating capacity and head indicated on Process Pump Schedule. H. Pumps shall be capable of passing a minimum of a 3 -inch non -deformable sphere. 1.03 SUBMITTALS A. Provide all submittals, including the following, in accordance with Section 01 33 00, SUBMITTALS. B. Pump Model: Provide a cut sheet of the pump model that will be used to bypass flows and a performance curve indicating that the pump can adequately bypass the required head and flow. PART 2 — PRODUCTS 2.01 EQUIPMENT A. All pumps used shall be centrifugal self -priming units that do not require the use of footvalves or Compressor in the priming system. The pumps shall be diesel or electric powered. The Contractor is fully responsible for coordinating and obtaining temporary electrical service. All pumps used must be constructed to allow dry running for long periods of time to accommodate the cyclical nature of influent flows. The pumps shall not be hydraulic submersible type. B. The Contractor shall include one stand-by temporary bypass pump to be maintained on site. Stand-by temporary bypass pumps shall be on-line and shall be piped into the inflow and to the bypass piping so that upon starting the stand- by pump shall take over and pick up the flow. Stand-by temporary bypass pumps shall be isolated from the primary bypass system by valving as required. C. Provide the necessary stop/start control system for each pump. The control system shall remotely contact the contractor with notification of any problem. The contractor is responsible for responding within one (1) hour to the alarm and correcting the problem. D. Discharge Piping — in order to prevent the accidental spillage of flows, all discharge systems shall be temporarily constructed of rigid pipe with positive, restrained joints. E. Under no circumstances will aluminum "Irrigation" type piping and glued PVC pipe be allowed. Discharge hose will only be allowed in short sections and by specific permission from the ENGINEER. Provide piping materials of steel pipe, ductile iron pipe, or fused, high density polyethylene pipe. Village of Mount Prospect Huntington Lift Station Reconstruction 01 53 00-3 PART 3 — EXECUTION 3.01 PRECAUTIONS A. Be responsible for locating any existing utilities in the area selected for installing the bypass pipelines. Locate bypass pipelines to minimize any disturbance to existing utilities and obtain approval of the pipeline locations from the ENGINEER. All costs associated with relocating utilities and obtaining all approvals shall be included in the Contract Price. 3.02 INSTALLATION AND REMOVAL A. Make connections to the existing wastewater pipe lines and construct temporary bypass pumping structures only at the access location indicated on the drawings and as may be required to provide adequate suction conduit. B. Plugging or blocking of wastewater flows shall incorporate a primary and secondary plugging device. When plugging or blocking is no longer needed for performance and acceptance or work, it is to be removed in a manner that permits the wastewater flow to slowly return to normal without surge, to prevent surcharging or causing other major disturbances downstream. C. The installation of the bypass pipelines is prohibited in all wetland areas. The pipeline must be located off streets and sidewalks and on shoulder of the roads. When the bypass pipeline crosses local streets and private driveways, place the bypass pipelines in trenches and cover with temporary pavement. Upon completion of the bypass pumping operations, and after the receipt of written permission from the ENGINEER, remove all the piping, restore all property to pre -construction condition and restore all pavement. Be responsible for obtaining any approvals for placement of the temporary pipeline within public ways from the city. 3.03 FIELD QUALITY CONTROL AND MAINTENANCE A. Testing: If required by the Engineer, perform leakage and pressure tests of the bypass pumping discharge piping using clean water prior to actual operation. Test the piping at a test pressure of 50 psi. Provide 24 hours notice to the ENGINEER prior to testing. B. Inspection: Inspect bypass pumping system as needed to ensure that the system is working correctly. C. Maintenance Service: Insure that the temporary pumping system is properly maintained and a responsible operator is on hand at all times when pumps are operating. Village of Mount Prospect Huntington Lift Station Reconstruction 01 53 00-4 D. Extra Materials: 1. Spare parts for pumps and piping shall be kept on site as required. 2. Adequate hoisting equipment for each pump and accessories shall be maintained on the site. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum price for TEMPORARY BYPASS PUMPING. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 53 00-5 EROSION AND SEDIMENT CONTROL SECTION 01 57 13 PART 1 — GENERAL 1.01 DESCRIPTION A. Furnish all work and take all measures necessary to control soil erosion resulting from construction operations, prevent flow of sediment from construction site, and contain construction materials (including excavation and backfill) within protected working area. 1.02 REFERENCE A. Perform all Work of this Section in accordance with the applicable requirements of the latest edition of IEPA Standards and Specifications for Soil Erosion and Sediment Control and Article 280 of the Illinois State Standards for Road and Bridge Construction, latest edition. 1.03 SUBMITTALS A. Two weeks prior to the start of the work, submit to Engineer, for review, a plan with detailed sketches showing the proposed methods to be used for controlling erosion during construction. 1.04 QUALITY ASSURANCE A. Use acceptable procedures, including use of water diversion structures, diversion ditches, settling basins, and sediment traps. B. Operations restricted to areas of work indicated on drawings and area which must be entered for construction of temporary or permanent facilities. C. If construction materials are washed away during construction, remove materials from fouled areas. D. Stabilize diversion outlets by means acceptable to Engineer. PART 2 — PRODUCTS All products and materials shall meet or exceed the requirements of IEPA Standard Specifications for Soil Erosion and Sediment Control. PART 3 — EXECUTION 3.01 PROTECTION OF STREAMS, WETLANDS, AND SURFACE WATER: Village of Mount Prospect Huntington Lift Station Reconstruction 01 57 13-1 A. Do not discharge chemicals, fuels, lubricants, bitumen, raw sewage and other harmful waste into or alongside any body of water or into natural or man-made channels. B. The Contractor shall provide adequate means of erosion and sediment control all in accordance with the herein referenced IEPA and SSRBC Standard Specifications. The Contractor shall maintain continuous surveillance and shall continuously maintain, realign, repair or replace all erosion devices required for construction activities and/or as shown on the Drawings or requested by the Owner's Representative, that are displaced or damaged by wind, water, traffic, Contractor operations or any other cause. The maintenance of the erosion control plan shall be for the full length of the Contract unless otherwise specifically agreed upon in writing by the Owner. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum price for EROSION AND SEDIMENT CONTROL. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 57 13-2 MATERIAL AND EQUIPMENT SECTION 01 60 00 PART 1 — GENERAL 1.01 DESCRIPTION A. Furnish Proposed Manufacturers List: Within 15 calendar days of the date of the Notice to Proceed, submit to the ENGINEER a list of the names of proposed manufacturers, material men, suppliers, dealers and subcontractors. Obtain approval of this list by OWNER prior to submission of any shop drawings. Upon request submit evidence to ENGINEER that each proposed manufacturer has manufactured a similar product to the one specified and that it has previously been used for a like purpose for a sufficient length of time to demonstrate its satisfactory performance. B. Provide material and equipment essential to the installation of the equipment and materials, and otherwise shown to be provided under this contract, which meet the following: 1. Standards: Design equipment and appurtenances in conformity with ANSI, ASME, IEEE, NEMA, OSHA, NACE, ALMA, AISC, AWWA, and other generally accepted standards. Equipment and appurtenances shall be of rugged construction and of sufficient strength to withstand all stresses which may occur during fabrication, testing, transportation, installation, and all conditions of operation. 2. Electrical Requirements: Electrical devices, motors, equipment, control panels, electrical equipment enclosures, and other electrical equipment appurtenances shall be labeled by UL or other approved testing agency. Shop drawings for electrical equipment shall denote that the represented material has the approved testing agency label. Nonlisted materials and special equipment devices not normally listed by the approved testing agency and labeled shall equal or exceed the latest standards for such types of equipment. The Contractor shall be responsible for providing the services of an electrical inspection firm to certify compliance of all nonlisted materials to the approved testing agency standards and for providing materials with an inspection label in accordance with the approved testing agency standards. 3. Complies with size, make, type, and quality specified or as specifically approved, in writing, by ENGINEER. 4. Will fit into the space provided with sufficient room for operation and maintenance access and to properly connect to piping, ducts and services as applicable. Village of Mount Prospect Huntington Lift Station Reconstruction 01 60 00-1 5. Manufacture and fabricate in accordance with the following: a. Design, fabricate, and assemble in accordance with the standards referenced and the requirements given in the pertinent sections, clauses, paragraphs, and sentences, both directly and indirectly applicable thereto, in that part of the Contract Documents. b. Provide equipment which is new, unused, and correctly designed. It shall be of standard first -grade quality, produced by expert workmen. c. Details shall be designed for appearance as well as utility. Protruding members, joints, corners, and the like, shall be finished in appearance. All exposed welds shall be ground smooth and the corners of structural shapes shall be mitered. d. Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable. e. Provide two or more items of same kind identical, by same manufacturer. f. Provide materials and equipment suitable for service conditions. g. Adhere to equipment capabilities, sizes, and dimensions shown or specified unless variations are specifically approved, in writing, in accordance with the Contract Documents. 6. Use material or equipment only for the purpose for which it is designed or specified. 1.02 SUBSTITUTIONS A. Substitutions: 1. CONTRACTOR'S requests for changes in equipment and materials from those required by the Contract Documents are considered requests for substitutions and are subject to CONTRACTOR'S representations and review provisions of the Contract Documents when one of following conditions are satisfied: a. Where required equipment or material cannot be provided within Contract Time, but not as result of CONTRACTOR'S failure to pursue Work promptly or to coordinate various activities properly. b. Where required equipment or material cannot be provided in manner compatible with other materials of Work or cannot be properly coordinated therewith. 2. CONTRACTOR'S Options: a. Where more than one choice is available as options for CONTRACTOR'S selection of equipment or material, select option Village of Mount Prospect Huntington Lift Station Reconstruction 01 60 00-2 compatible with other equipment and materials already selected (which may have been from among options for other equipment and materials). b. Where compliance with specified standard, code or regulation is required, select from among products which comply with requirements of those standards, codes, and regulations. B. Conditions Which are Not Substitution: 1. Requirements for substitutions do not apply to CONTRACTOR options on materials and equipment provided for in the Specifications. 2. Revisions to Contract Documents, where requested by OWNER or ENGINEER, are "changes" not "substitutions". 3. CONTRACTOR'S determination of and compliance with governing regulations and orders issued by governing authorities do not constitute substitutions and do not constitute basis for a Change Order, except as provided for in Contract Documents. 1.03 MANUFACTURER'S WRITTEN INSTRUCTIONS A. Instruction Distribution: When the Contract Documents require that installation, storage, maintenance and handling of equipment and materials comply with manufacturer's written instructions, obtain and distribute printed copies of such instructions to parties involved in installation, including three copies to ENGINEER. Maintain one set of complete instructions at job site during storage and installation, and until completion of work. B. Manufacturer's Requirements: Store, maintain, handle, install, connect, clean, condition, and adjust products, equipment, and materials in accordance with manufacturer's written instructions and in conformity with Specifications. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult ENGINEER for further instructions. 2. Do not proceed with work without written instructions. C. Performance Procedures: Perform work in accordance with manufacturer's written instructions. Do not omit preparatory steps or installation procedures, unless specifically modified or exempted by Contract Documents. D. Documentation: The CONTRACTOR shall document that CONTRACTOR has conformed to Manufacturer's Requirements and submit written documentation to OWNER. Village of Mount Prospect Huntington Lift Station Reconstruction 01 60 00-3 1.04 TRANSPORTATION AND HANDLING A. Coordination with Schedule: Arrange deliveries of products, materials, and equipment in accordance with Construction Progress Schedules. Coordinate to avoid conflict with work and conditions at site. 1. Deliver products and move from storage materials and equipment in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. 2. Protect bright -machined surfaces, such as shafts and valve faces, with a heavy coat of grease prior to shipment. 3. Immediately upon delivery, inspect shipments of products, materials, and equipment to determine compliance with requirements of Contract Documents and approved submittals and that material and equipment are protected and undamaged. B. Handling: Provide equipment and personnel to handle products, materials, and equipment by methods recommended by manufacturer to prevent soiling or damage to materials and equipment or packaging. 1.05 STORAGE, PROTECTION, AND MAINTENANCE A. General: Store and maintain equipment and materials from the time of delivery until the time the CONTRACTOR moves the equipment from storage for installation. Provide all storage facilities and storage maintenance in accordance with these requirements. B. Exterior storage areas: 1. Coordinate location of storage areas with ENGINEER and OWNER. 2. Arrange on-site storage areas for proper protection and segregation of stored materials and equipment with proper drainage. Provide for safe travel around storage areas and safe access to stored materials and equipment. 3. Storage site shall be located within the boundaries of the 6 -foot tall security fencing specified in Section 01500. 4. Store loose granular materials in a well -drained area on solid surfaces to prevent mixing with foreign matter. Village of Mount Prospect Huntington Lift Station Reconstruction 01 60 00-4 5. Store materials such as pipe, reinforcing and structural steel, and equipment on pallets, blocks or racks, off ground. 6. Store fabricated materials and equipment above ground, on blocking or skids, to prevent soiling or staining. Cover materials and equipment which are subject to deterioration with impervious sheet coverings; provide adequate ventilation to avoid condensation. C. Interior Storage: 1. Store materials and equipment in accordance with manufacturer's instructions, with seals and labels intact and legible. 2. Store materials and equipment, subject to damage by elements, in weather tight enclosures. 4. Maintain temperature and humidity within ranges required by manufacturer's instructions. C. Accessible Storage: Arrange storage in a manner to provide easy access for inspection and inventory. Make periodic inspections of stored materials or equipment to assure that materials or equipment are maintained under specified conditions and free from damage or deterioration. 1. Perform maintenance on stored materials of equipment in accordance with manufacturer's instructions, in presence of OWNER or ENGINEER. 2. Submit a report of completed maintenance to ENGINEER with each Application for Payment. 3. Failure to perform maintenance, to notify ENGINEER of intent to perform maintenance or to submit maintenance report may result in rejection of material or equipment. D. OWNER'S Responsibility: OWNER assumes no responsibility for materials or equipment stored in buildings or on-site. E. CONTRACTOR'S Responsibility: 1. CONTRACTOR assumes full responsibility for protection of the equipment. 2. CONTRACTOR assumes full responsibility for protection of completed construction and installation. Repair and restore damage to completed Work equal to its original condition. Village of Mount Prospect Huntington Lift Station Reconstruction 01 60 00-5 D. Special Equipment: Use only rubber tired wheelbarrows, buggies, trucks, or dollies to wheel loads over finished floors, regardless if the floor has been protected or not. This applies to finished floors and to exposed concrete floors as well as those covered with composition tile or other applied surfacing. E. Surface Damage: Where structural concrete is also the finished surface, take care to avoid marking or damaging surface. 1.06 SPECIAL TOOLS AND LUBRICATING EQUIPMENT A. General: Contractor shall provide for his own use, as per manufacturer's recommendations, any and all special tools required for installation, checking, alignment, balancing, testing, parts replacement, and maintenance. (Special tools are those which have been specially designed or adapted for use on parts of the equipment, and which are not customarily and routinely carried by maintenance mechanics.) PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION As specified in applicable sections of the Contract Documents. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 60 00-6 MOBILIZATION AND DEMOBILIZATION SECTION 01 71 13 PART 1 — GENERAL 1.01 SCOPE: A. The work consists of the mobilization and demobilization of the contractor's forces and equipment necessary for performing the work required under the contract. It does not include mobilization and demobilization for specific items of work for which payment is provided elsewhere in the contract. Mobilization will not be considered as work in fulfilling the contract requirements for commencement of work. 1.02 MOBILIZATION: A. Mobilization shall include all activities and associated costs for transportation of contractor's personnel, equipment, and operating supplies to the site; establishment of offices, buildings, and other necessary general facilities for the contractor's operations at the site; premiums paid for performance and payment bonds including coinsurance and reinsurance agreements as applicable; and other items specified in this specification. 1.03 DEMOBILIZATION: A. Demobilization shall include all activities and costs for transportation of personnel, equipment, and supplies not required or included in the contract from the site; including the disassembly, removal, and site cleanup of offices, buildings, and other facilities assembled on the site specifically for this contract. PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION Mobilization schedule shall be presented at the Preconstruction Meeting. Notification of changes in mobilization and demobilization schedules shall be submitted to the Owner 48 hours in advance of mobilization / demobilization activities. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: Village of Mount Prospect Huntington Lift Station Reconstruction 01 71 13-1 A. MOBILIZATION AND DEMOBILIZATION will not be measured for payment. 4.02 PAYMENT A. This work will be paid for at the lump sum price for MOBILIZATION AND DEMOBILIZATION. B. The amount of which the Contractor will receive payment for, according to the following schedule, will be limited to one percent of the original contract amount. Should the bid for MOBILIZATION AND DEMOBILIZATION exceed one percent, the amount over one percent will not be paid until 90 percent of the adjusted contract value is earned. 1. Upon execution of the contract, 75 percent of the pay item will be paid. 2. Upon completion of 90 percent of the adjusted contract value, the remaining 25 percent of the pay item will be paid along with any amount in excess of one percent of the original contract amount. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 71 13-2 LINES AND GRADES SECTION 01 71 20 PART 1 — GENERAL 1.01 GENERAL: A. The Contractor shall construct all work in accordance with the lines and grades shown on the Drawings and assume full responsibility for keeping all alignment and grade. 1.02 CONTROL POINTS: A. Reference control will be established and provided by the Owner on the plans or separately after the bid award. The Datum utilized for this control shall be maintained during the construction. 1.03 PROTECTION OF SURVEY DATA: A. General: The Contractor shall take the necessary topography, locate all earthwork and structures, and establish all grades necessary for the accomplishment of the Work. The Contractor shall safeguard all points, stakes, grade marks, known property corners, monuments, and bench marks established for the work; Reestablish them if disturbed, and bear the entire expense of checking reestablished marks and rectifying work improperly installed. B. Records: The Contractor shall keep neat and legible notes of measurements and calculations made in connection with the layout of the Work. Furnish copies of such data to the Owner for use in checking the Contractor's layout. Data considered of value to the Owner will be transmitted to the Owner by the Contractor with other records on completion of the Work. PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION As specified in applicable sections of the Contract Documents. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item but shall be considered as included in the prices bid for the various pay items of work involved. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 71 20-1 CLEANING UP SECTION 01 74 00 PART 1 — GENERAL 1.01 DESCRIPTION OF WORK A. During its progress, the work and the adjacent areas affected thereby shall be cleaned up and all rubbish, surplus materials, and unneeded construction equipment shall be removed, and all damage repaired so that the public and property owners will be inconvenienced as little as possible. B. Where material or debris has washed or flowed into or been placed in existing watercourses, ditches, gutters, drains, pipes structures, work done under this contract, or elsewhere during the course of the Contractor's operations, such material or debris shall be entirely removed and satisfactorily disposed of during the progress of the work, and the ditches, channels, drains, pipes, structures, and work, etc., shall, upon completion of the work, be left in a clean and neat condition. C. On or before the completion of the work, the Contractor shall, unless otherwise especially directed or permitted in writing, tear down and remove all temporary buildings and structures built by him; shall remove all temporary works, tools, and machinery or other construction equipment furnished by him; shall remove, acceptably disinfect, and cover all organic matter and material containing organic matter in, under, and around privies, houses, and other buildings used by him; shall remove all rubbish from any grounds which he has occupied; and shall leave the roads and all parts of the premises and adjacent property affected by his operations in a neat and satisfactory condition. D. Upon completion of the work, the Contractor shall remove from the sites of the subsurface explorations all of his plant, machinery, tools, equipment, temporary work, and surplus materials; shall, unless otherwise directed or permitted in writing, remove all rubbish from any grounds which he has occupied, and shall leave the roads and all parts of the premises and adjacent property affected by his operations in a neat and satisfactory condition. E. The Contractor shall thoroughly clean all materials and equipment installed by him and his sub -contractors, and on completion of the work shall deliver it undamaged and in fresh and new -appearing condition. All mechanical equipment shall be left fully charged with lubricant and ready for operation. F. The Contractor shall restore or replace, when and as directed, any public or private property damaged by his work, equipment, or employees, to a condition at least equal to that existing immediately prior to the beginning of operations. To this end the Contractor shall do as required all necessary highway or driveway, Village of Mount Prospect Huntington Lift Station Reconstruction 01 74 00-1 walk, and landscaping work. Suitable materials, equipment, and methods shall be used for such restoration. The restoration of existing property or structures shall be done as promptly as practicable as work progresses and shall not be left until the end of the contract period. PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION As specified in applicable sections of the Contract Documents. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 74 00-2 CLOSEOUT PROCEDURES SECTION 01 77 00 PART 1 — GENERAL 1.01 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Engineer's review. B. Provide submittals to Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.02 FINAL CLEANING A. Provide final cleaning prior to final acceptance. B. Clean interior and exterior, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces. C. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. D. Replace filters of operating equipment. E. Clean site; sweep paved areas, rake clean landscaped surfaces. F. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.03 STARTING OF SYSTEMS A. Coordinate schedule for start-up of various equipment and systems. B. Notify Engineer seven days prior to start-up of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage. D. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. Village of Mount Prospect Huntington Lift Station Reconstruction 01 77 00-1 E. Verify that wiring and support components for equipment are complete and tested. F. Execute start-up under supervision of applicable manufacturer's representative in accordance with manufacturers' instructions. G. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. H. Submit a written report in accordance with Section 01 33 00 that equipment or system has been properly installed and is functioning correctly. 1.04 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of products to Owner's personnel 2 weeks prior to date of Substantial Completion. B. Demonstrate Project equipment and instruct in a classroom environment located at the project site and instructed by a qualified manufacturer's representative who is knowledgeable about the Project. C. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owner's personnel in detail to explain all aspects of operation and maintenance. D. Demonstrate start-up, operation, control, adjustment, trouble -shooting, servicing, maintenance, and shutdown of each item of equipment at each location. E. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. F. Amount of time required for instruction on each item of equipment and system is that specified in individual sections. 1.05 PROTECTING INSTALLED CONSTRUCTION A. Protect installed Work and provide special protection where specified in individual specification sections. B. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. Village of Mount Prospect Huntington Lift Station Reconstruction 01 77 00-2 C. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. D. Prohibit traffic from landscaped areas. 1.06 PROJECT RECORD DOCUMENTS A. Maintain on site one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda 4. Change Orders and other modifications to the Contract. 5. Reviewed Shop Drawings, Product Data, and Samples. 6. Manufacturer's instruction for assembly, installation, and adjusting. B. Ensure entries are complete and accurate, enabling future reference by Owner. C. Store record documents separate from documents used for construction. D. Record information concurrent with construction progress, not less than weekly. E. Specifications: Legibly mark and record at each product section description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and modifications. F. Record Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finished floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. Village of Mount Prospect Huntington Lift Station Reconstruction 01 77 00-3 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail. 5. Details not on original Contract Drawings. G. Submit documents to Engineer with claim for final Application for Payment. 1.07 OPERATION AND MAINTENANCE DATA A. Operation and maintenance data shall be in English language. B. Submit data bound in 8-1/2" x 11" text pages, 3-D side ring binders with durable plastic covers. C. Prepare binder cover with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS," title of project, and subject matter of binder when multiple binders are required. D. Internally subdivide the binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. E. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. F. Contents: Prepare a Table of Contents for each volume, with each product or system description identified, typed on white paper, in three parts as follows: 1. Part 1: Directory, listing names, addresses, and telephone numbers of Engineer, Contractor, Subcontractors, and major equipment suppliers. 2. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: a. Significant design criteria. b. List of equipment. C. Parts list for each component. d. Operating instructions. e. Maintenance instructions for equipment and systems. Village of Mount Prospect Huntington Lift Station Reconstruction 01 77 00-4 f. Maintenance instructions for finishes, including recommended cleaning methods and materials, and special precautions identifying detrimental agents. 3. Part 3: Project documents and certificates, including the following: a. Shop drawings and product data. b. Air and water balance reports. C. Certificates. d. Originals or Photocopies of warranties and bonds. G. Submit draft copy of completed volumes 15 calendar days prior to final inspection. Draft copy will be reviewed and returned after final inspection, with Engineer comments. Revise content of all document sets as required prior to final submission. H. Submit 3 sets of revised final volumes, within 10 calendar days after final inspection. I. Submit digital format of manuals in PDF format in addition to hardcopies described above. 1.08 MANUAL FOR MATERIALS AND FINISHES A. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Engineer will review draft and return one copy with comments. B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents within ten days after acceptance. C. Submit one copy of completed volumes 15 calendar days prior to final inspection. This copy will be reviewed and returned after final inspection, with Engineer comments. Revise content of all document sets as required prior to final submission. D. Submit 2 sets of revised final volumes in final form within 10 calendar days after final inspection. E. Building products, applied materials, and finishes: Include product data, with catalog number, size, composition, and color and texture designations. Provide information for re -ordering custom manufactured products. Village of Mount Prospect Huntington Lift Station Reconstruction 01 77 00-5 F. Instructions for care and maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance. G. Moisture protection and weather exposed products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. H. Additional requirements: As specified in individual product specification sections. I. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 1.09 MANUAL FOR EQUIPMENT AND SYSTEMS A. Preliminary draft: 1. Provide 2 copies with shipped with equipment. 2. Submit 2 copies to Owner. 3. Submit 2 copies to Engineer of proposed formats and outlines of contents prior to start of Work. Engineer will review draft and return 1 copy with comments. B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents within 10 days after acceptance. C. Submit 1 copy of completed volumes 15 calendar days prior to final inspection. Copy will be reviewed and returned after final inspection, with Engineer comments. Revise content of all document sets as required prior to final submission. D. Submit 2 of revised final volumes in final form within 10 calendar days after final inspection. E. Each item of equipment and each system: Include description of unit or system, and component parts. Identify function, normal operating characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and model number of replaceable parts. F. Panelboard circuit directories: Provide electrical service characteristics, controls, and communications; typed or by label machine. G. Include color -coded wiring diagrams as installed. Village of Mount Prospect Huntington Lift Station Reconstruction 01 77 00-6 H. Operating procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut -down, and emergency instructions. Include summer, winter, and any special operating instructions. Maintenance requirements: Include routine procedures and guide for preventative maintenance and troubleshooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. J. Provide servicing and lubrication schedule, and list of lubricants required. K. Include manufacturer's printed operation and maintenance instructions. L. Include sequence of operation by controls manufacturer. M. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. N. Provide control diagrams by controls manufacturer as installed. O. Provide Contractor's coordination drawings, with color -coded piping diagrams as installed. P. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. Q. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage. R. Include test and balancing reports as specified in specifications. S. Additional requirements: As specified in individual product specification sections. T. Provide a listing in Table of Contents for design data, with tabbed dividers and space for insertion of data. 1.10 SPARE PARTS AND MAINTENANCE PRODUCTS A. Provide spare parts, maintenance, and extra products in quantities specified in individual specification sections. B. Deliver to Project site and place in location as directed; obtain receipt prior to final payment. Village of Mount Prospect Huntington Lift Station Reconstruction 01 77 00-7 1.11 PRODUCT WARRANTIES AND PRODUCT BONDS A. Obtain warranties and bonds executed in duplicate by responsible subcontractors, suppliers, and manufacturers, within ten calendar days after completion of the applicable item of work. B. Execute and assemble transferable warranty documents and bonds from subcontractors, suppliers, and manufacturers. C. Verify that documents are in proper form, contain full information, and are notarized. D. Co -execute submittals when required. C. Provide Table of Contents and assemble in 3-D side ring binder with durable plastic cover. D. Submit prior to final Application for Payment. E. Time of Submittals: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance. 2. Make other submittals within 10 calendar days after Date of Substantial Completion, prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within 10 calendar days after acceptance, listing the date of acceptance as the beginning of the warranty or bond period. 1.12 MAINTENANCE SERVICE A. Furnish service and maintenance of components indicated in specification sections for 2 years from date of Substantial Completion. B. Examine system components at a frequency consistent with reliable operation. Clean, adjust, and lubricate as required. C. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by the manufacturer of the original component. Village of Mount Prospect Huntington Lift Station Reconstruction 01 77 00-8 D. Maintenance service shall not be assigned or transferred to any agent or Subcontractor without prior written consent of the Owner. PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 01 77 00-9 SITE PREPARATION SECTION 02 01 00 PART 1 — GENERAL 1.01 DESCRIPTION A. Provide labor, material, tools and equipment to prepare site as indicated and specified. PART 2 — PRODUCTS As specified in applicable sections of the Contract Documents. PART 3 — EXECUTION 3.01 EXISTING TREES AND VEGETATION A. Avoid cutting or injuring trees and vegetation outside easement line and outside areas to be cleared as indicated, without Engineer's permission. B. Accept responsibility for damages outside these lines. C. Remove trees within permanent and temporary easement as designated by Engineer. 3.02 CLEARING A. Cut or remove trees, brush, and other vegetative matter such as snags, bark and refuse, from areas to be cleared. Clear ground to width of permanent easement unless otherwise directed. B. Cut trees, stumps, and stubs to be cleared, except where clearing done by machinery, as close to ground surface as practicable, but no more than 6 in. above ground surface for small trees and 12 in. for larger trees. 3.03 GRUBBING, STRIPPING, DISPOSAL A. Remove stumps and roots larger than 3 in. in diameter to a depth of 12 in., and roots larger than '/2 in. in diameter to a depth of 6 in. Measure depths to cut from existing ground surface or proposed finished grade, whichever is lower. B. Strip stumps, roots, foreign matter, topsoil and unsuitable earth from ground surface. Utilize topsoil insofar as possible for finished surfacing. Village of Mount Prospect Huntington Lift Station Reconstruction 02 01 00-1 C. Promptly dispose off site material from clearing and grubbing not reused or stockpiled. In doing so, observe all applicable laws, ordinances, rules and regulations. Do not consider work completed until final cleaning, unless otherwise directed. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item but shall be considered as included in the prices bid for the various pay items of work involved. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 02 01 00-2 GEOTECHNICAL DATA REPORT SECTION 02 06 14 PART 1 — GENERAL 1.01 GENERAL SPECIFICATIONS A. The attached geotechnical reports are provided for the Contractor's information regarding soil pH and geotechnical properties. PART 2 - PRODUCTS Not Used. PART 3 - EXECUTION Not Used. PART 4 — MEASUREMENT AND PAYMENT Not Used Village of Mount Prospect Huntington Lift Station Reconstruction 02 06 14-1 Office: 847-874-0544 ;P1 SOIL AND MATERIAL CONSULTANTS, INC. Fax: 847.ants. 561 usf,�soilandmateralcansultants.aom www_soilandmaterialconsultants.com January -16,2018 File No. 23736 Mr. Luke Mattson, P.E. Ciorba Group, Inc. 5507 N. Cumberland Avenue, Suite 402 Chicago, IL 60656 Re: Soil pH Analysis Huntington Lift Station Mt. Prospect, Illinois Dear Mr. Mattson: Selected soil samples from boring B-1 performed for the proposed Huntington Lift Station were tested for pH in accordance with ASTM D4972-0. The samples had pH levels of 7.9 between 1.0 feet and 2.5 feet and 6.2 between 3.5 feet and 5.0 feet. If you have any questions do not hesitate to contact me. Thanks, Soil and Material Consultants, Inc. Thomas P. Johnson, P.E. President 8 W. COLLEGE DR. • SUITE C • ARLINGTON HEIGHTS, IL 6DO04 SOIL BORINGS • SITE INVESTIGATIONS * PAVEMENT INVESTIGATIONS + GEOTECHNICAL ENGINEERING TESTING OF & SOIL ASPHALT * CONCRETE • MORTAR • STEEL Village of Mount Prospect Huntington Lift Station Reconstruction 02 06 14-2 Office-. 847-870-6544 t"s I SOIL AND MATERIAL CONSULTANTS, INC. Fax847-870-1]861 us(g�soilandrnaterialconsultants.com Iwo www. so l lan d m ate ria Ico n s u Ita nt s. co m January 18, 2018 File No_ 23736 Mr. Luke Mattson, P_E. Ciorba Group 5507 N. Cumberland Avenue, Suite 402 Chicago, IL 60656 Re- Geotechnical Investigation Huntington Lift Station Mt. Prospect, Illinois Dear Mr- Mattson The following is our report of findings for the geotechnical investigation completed for the Huntington Lift Station located at 601 Golf Road in the Village of Mt. Prospect, Illinois. The investigation was requested to determine current subsurface soil and water conditions at the select boring location. The findings of the field investigation and the results of laboratory testing are intended to assist in the planning, design and construction of a new lift station_ Y�]�x�7�11�1►P1�1 ICeT�IC�]� The field investigation included obtaining 1 boring at the location requested and as indicated on the enclosed location sketch_ The boring location was established using field taping methods and accuracy with a surface elevation determined using the temporary benchmark indicated on the location sketch_ We auger drilled the boring to a depth of 35.0 feet below existing surface elevations_ Soil samples were obtained using a split barrel sampler advanced utilizing an automatic SPT hammer_ Soil profiles were determined in the field and soil samples returned to our laboratory for additional testing including determination of moisture content. Cohesive soils obtained by split barrel sampling were tested further to determine dry unit weight and unconfined compressive strength_ The results of all field determinations and laboratory testing are included in summary with this report. RESULTS OF THE INVESTIGATION Enclosed is the boring log indicating soil conditions encountered_ Site surface conditions include the existing structures, vegetation, topsoil and fill soil conditions. Uncontrolled fill soils consisting of sand?gravel, silt/clay and clay/silt mixtures were encountered extending to a depth of 18.0 feet_ The limits of fill placement were not determined within the scope of this investigation. B W. COLLEGE DR_ * SUITE G • ARLINGTON HEIGHTS, IL 60004 SOIL BORINGS e SITE INVESTIGATIONS • PAVEMENT INVESTIGATIONS • GEOTECHNICAL ENGINEERING TESTING OF • SOIL ASPHALT • CONCRETE • MORTAR • STEEL Village of Mount Prospect Huntington Lift Station Reconstruction 02 06 14-3 File No_ 23736 Page 2 Re: Huntington Lift Station Mt. Prospect, Illinois Underlying natural soil conditions consist of non -cohesive soils overlying cohesive soils. The non -cohesive soils are classified as loose to medium dense sand and silt mixtures. The non- cohesive granular soils were in a very damp to saturated condition. Cobbles and boulders may be present within the site soils at any elevation, although none were encountered while drilling_ The following table summarizes depth ranges below existing grade, the magnitude of soil strength within these ranges and other information - Sur -face Depth Range Below Soil Recorded Water Elevation Existing Surface Strength Levels, W.D.IA_D_ Boring ffeeu feet [Ibs.Isg.ft_] lheet 1 100.0 1.5 to 3.0 *500 18.0131.5 3.0 to 18.5 *none 18.5 to 32.0 3,000 * Not recommended for support of structures. It is expected that the proposed lift station can be supported on undisturbed natural soils located at any elevation within the depth ranges indicated in the above table, except as noted_ Above these depth ranges the soils are not considered able to support foundations, even at reduced design bearing values, due to long-term settlement considerations_ SUBSURFACE WATER The boring log and above table indicate the depth at which subsurface water was encountered in the bore hole at the time of the drilling operations and during the period of these readings. It is expected that fluctuations from the water levels recorded will occur over a period of time due to variations in rainfall, temperature, subsurface soil conditions, soil permeability and other factors not evident at the time of the water level measurements. LIFT STATION Based on the results of this investigation it is our opinion that the lift station could be supported on undisturbed natural soils located below all unsuitable fill soils, low strength soils and other unsuitable conditions which may be encountered_ Soil strength values and the depths at which they are expected to be encountered at these boring locations are indicated in the above table_ A net allowable bearing value of 3,000 Ibs.fsq.ft. is available for design. This value can be used to size foundations for support of structure dead and live loads. Generally exterior foundations for unprotected improvements should extend at least 48.0 inches below exposed surface elevations to provide adequate protection against uplift due to freezing of the supporting soils. We recommend providing effective reinforcing steel in the foundations to minimize the effects of long-term differential settlement_ Village of Mount Prospect Huntington Lift Station Reconstruction 02 06 14-4 File No_ 23736 Page 3 Re: Huntington Lift Station Mt. Prospect, Illinois DEWATERING Excavations may require dewatering due to subsurface water seepage andlor surface precipitation. This water can likely be removed to depths of several feet by standard sump and pump operations. Soils exposed at foundation, slab or undercut elevations should not be permitted to become saturated Loss of bearing strength and stability may occur, requiring additional soil excavation. Aggressive dewatering efforts may be necessary for deeper excavations extending to saturated sand and sand/gravel soils. Deep sumps can be utilized to collect the water for pumping in an effort to lower the water level below the bottom elevation of proposed excavations_ The dewatering should be accomplished prior to soil excavation when possible. Fill soils, non -cohesive soils and others can be unstable when saturated_ These soils tend to cave or run when submerged or disturbed_ The stability of exposed embankments is minimal to non-existent as confining soil pressures are removed. Proper drainage within excavations is necessary at all times, particularly when excavations extend below anticipated water levels and below saturated soils_ The contractor should be made responsible for designing and constructing stable temporary excavations. Also, the contractor should shore, slope, bench or restrain the sides of the excavations as required to maintain stability of both the excavation sides and bottom. In no case, should the slope, slope heights, or excavation depth exceed those in the local, state, and federal safety regulations. SUBGRADE SOIL PREPARATION In areas where foundations will be supported on the backfill of the deep excavation for the lift station, structural fill can be placed on soils prepared to the satisfaction of the Soil Engineer. The fill should be placed in lifts not to exceed 8.0 inches when uncompacted_ Each lift should exceed minimum compaction requirements prior to placement of the next lift. We recommend a minimum of 95% compaction based on the modified Proctor test, ASTM D-1557, be achieved within building areas. A minimum of 90% compaction should be achieved beneath exterior improvements such as pavements and sidewalks_ Compaction requirements also apply to backfill placement around foundations and within trench excavations located below subgrade supported improvements. CONCLUSION The information within this report is intended to provide initial information concerning subsurface soil and water conditions on the site. Variations in subsurface conditions are expected to be present due to naturally changing and fill soil conditions. Our understanding of the proposed improvements is based on very limited information available to us at the writing of this report_ The findings of the investigation and the recommendations presented are not considered applicable to significant changes in the scope of the Village of Mount Prospect Huntington Lift Station Reconstruction 02 06 14-5 File No- 23736 Re: Huntington Lift Station Nlt- Prospect, Illinois Page 4 improvements or applicable to alternate site uses- We recommend that proposed foundation and grading plans be reviewed by our office to determine if additional considerations are necessary to address anticipated subsurface conditions- Soil conditions encountered at foundation elevations are recommended to be tested to verify the presence of design soil strength prior to concrete placement - If you have any questions concerning the findings or recommendations presented in this report, please let me know - Very truly yours, SOIL AND MATERIAL CONSULTANTS, INC. Thomas P. Johnson, P -E - President TPJ:ek Bac. Village of Mount Prospect Huntington Lift Station Reconstruction 02 06 14-6 GOLF ROAD �Q PHOTOI 9G4 B.M. = 100.0' •`� r Sanitary Sever Rim I I� —-------—------------ 3 ' SOIL BORING LOCATION I k I 4. _1 ,I I �.�.• �,srtN� d r d I � jjd I � T 3S` SMC SOIL AND MATERIAL (ON SULTANTS,INC. LOCATION SKETCH Client: CI©RBA GROUP Project: HUNTINGTON LIFT STATION Location: MT. PROSPECT, ILLINOIS File Mo_ 23736 1 Date: 1-15-16 scale: NONE Village of Mount Prospect Huntington Lift Station Reconstruction 02 06 14-7 D. -A SOIL AND MATERIAL CONSULTANTS, INC_ 8W. COLLEGE ❑R, • SUITE C • ARLINGTON HEIGHTS, IL 6oa04 Client: Ciorba Group SOIL BORING LOG B-1 Legged By: DA Page: 1 of 1 File No. 23736 Date Drilled: 1115.118 Reference: 5527 North Walcott Avenue 0unconfined compressive Chicago, Illinois I strength, tonsisq. fl. Comments: Z , m ! penetrometer reading, tonsfsq. fL 8 cdro a �.. E 8 m a ,� y _ c e CL 8 1.0 2.0 3.0 4.0 Equipment: MCME45B ❑CIVIE55 ❑Hand Auger ❑Other x standard penetration "N', GbwsfiR CLASSIFICATION X A 0 L moisture ountent, % 10 20 30 40 Elevation IDQ.O' Existing Surface a see below 23.8 Brown -gray silt, some clay, trace sand & gravel, 17.5 __ __ _____ _____ ______ damp, loose - Fill 5 _ 19.0 Gray -black clay, some silt, trace sand & gravel, damp, ---- ----- ----- ----- ----- to very damp, tough - Fill _ --- --- ----------- 21.1 1 Q4.3 1.7 - - -- { b ----- ----- ----- ---- Gray silt, some clay trace fine sand, damp to very 10 damp, very loose - Fill 19.6 ---------------------------- 2 21.3 - ----- --- ----- ------ Gray -black clay, some silt trace sand, gravel, 8 wood ---------------------- --- ----- ----- --very verydamp, stiff- rill 20.0 103.0 0.8 r---- t+ = l i.'• 21.1 ---- ----- ----- ------------------------ ----- ------ b see below - 20 Gray silt, trace fine sand and clay, loose to medium ---- ------------------------ ---- ----- ----- ------ - dense dense ---- ----- 25 2 1.'. 30 2".". _ Gray silt, trace fine sand and clay, loose to medium ------------------------------- dense ---- ----- ----- ----- ------ 35 - 2,i. ----------------------------- End of Boring (a }Black fine to medium sand, some gravel, trace clay --------- ----- ----- ------ and silt, damp, - Fill (b) Gray fine sand, very damp to saturated, loose ____ --------------- - ______ 40 Water encountered at 18.0' feet during drilling operations (W -Q.) Water recorded at 31.5' feet on completion of drilling operations (A.D.) G-303 Water recorded at feet hours after completion of drilling operations (AD.) Village of Mount Prospect Huntington Lift Station Reconstruction 02 06 14-8 SOIL RMII III1kTERIAL CDNSIiLT1iNTS, INC. 6 W COLLEGE DR. - SUITE C • ARLINGTON HEIGHTS, IL 64004 GENERAL NOTES SAMPLE CLASSIFICATION Soil sample classification is based on the Unified Soil Classification System, the Standard Practice for Description and Identification Soils (Visual -Manual Procedure), ASTM D-2488, the Standard Test Method for Classification of Soils for Engineering Purposes, ASTM D-2487 (when applicable), and the modifiers noted below. CONSISTENCY OF COHESIVE SOILS RELATIVE DENSITY OF GRANULAR SOILS Term Qu-tons_sg.ft. N (unreliable) Term N — blowslfoot Very soft O.DO — 0.25 0-2 Very Loose 0-4 Soft 026 — D.49 3-4 Loose 5-9 Stiff 050-099 5-8 Medium Dense 10-29 Saturated Tough 1.Do — 1.99 9-15 Dense 30-49 Very Tough 2 -DO — 3.99 16-30 Very Dense 50+ Hard 4.00-7.99 30+ Very Hard 800+ IDENTIFICATION AND TERMINOLOGY DRILLING, SAMPLING & SOIL PROPERY SYMBOLS Term Boulder Cobble Gravel - coarse - medium - fine Sand coarse - medium - fine Silt Clay Modifying Term Size Range over 8 in - 3 in. to B in - 1 in. to 3 in. 3/8 in. to 1 in. #4 sieve to 318 in. #10 sieve to #4 sieve #40 sieve to #10 sieve #200 sieve to #40 sieve 0.002 mm to 4200 sieve smaller than 0.D02mm Percent by Weight Trace 1-10 Little 11 —20 Some 21 —35 And 36-50 Moisture Content Dry Damp Very Damp Saturated CF - Continuous Flight Auger HS - Hallow Stem Auger HA - Hand Auger RD - Rotary Drilling AX - Rock Core, 1-3116 in. diameter BX - Rock Core, 1-518 in. diameter NX - Rock Core, 2-118 in. diameter S - Sample Number T - Type of Sample J - Jar AS - Auger Sample SS - Split Spoon (2 in. O.D. with 1-318 in. I.D.) ST - Shelby Tube (2 in. O.D. w1ithl-7I8 in_ I_ D.) R - Recovery Length, in. B - Blows16 in. interval, Standard Penetration Test (SPT) N - Blowstfoot to drive 2 in. O_D. split -spoon sampler with 14D Ib. hammer falling 30 in., (STP) Pen. - Pocket Penetrometer readings, tonslsq.ft. W - Water Content, °% dry weight Uw - Dry Unit Weight of soil, Ibslcu.ft. Qu - Unconfined Compressive Strength, tonsfsq.ft. Str - °% Strain at Qu. WL - Water Level WD - While Drilling AD - After Drilling DCI - Dry Cave-in. WCI - Wet Cave -in - LL - Liquid Limit, % PL - Plastic Limit, °% PI - Plasticity Index (LL -PL) LI - Liquidity Index [(W-PLYPI] --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 02 06 14-9 DEMOLITION SECTION 02 41 00 PART 1 — GENERAL 1.01 SCOPE A. This work shall consist of the selective demolition of equipment, piping and electrical and mechanical system from the wet well and dry well; sidewalk removal; curb removal; pavement removal; wet well / dry well filling with flowable fill; patching plugging. B. Wet Well Demolition: 1. Equipment, piping and other materials to be removed from the wet will include, but are not limited to: a. The existing floats, sump discharge, and pressure transducer lines / conduit including all tees, elbows and other fitting. b. The existing pump suction line that shall be filled with flowable fill. 2. Holes left at the bottom and the sides of the wet well walls (including the abandoned force main) shall be sealed with a high performance, non- metallic, non -shrink cementitious grout such as SikaGrout 212 or approved equal. Otherwise the existing wet -well structure will remain and efforts will be made to protect the structure from damage. 3. After selective demolition, the entrance 4' diameter entrance column shall be removed a minimum depth of 7 -foot below existing grade or as deep as needed to accommodate the final proposed site improvements. The remainder of wet well vessel shall be filled with controlled low strength material (flowable fill). The controlled low strength material shall be Mix 1 with work performed in accordance with Article 593 of the SSRBC. The contractor include venting as needed in order to completely fill the abandoned in place dry well to eliminate voids. Backfill remaining excavation with in-situ site material or bedding as required for proposed site components. C. Dry Well Demolition 1. Equipment and piping to be removed from the dry well include, but are not limited to: a. Existing pumps, valves, piping and controls. b. Existing sump pumps and discharge lines. Village of Mount Prospect Huntington Lift Station Reconstruction 02 41 00-1 c. The entrance tube ladder and maintenance lift. d. All lighting fixtures, heaters, dehumidifier, compressors, switches, and blowers including brackets and electrical components. e. Disconnection of the electrical service. f. The existing pump suction line and force main discharge lines that shall be plugged and mechanically capped. 2. After removal from the dry well the PLC controls, level controls and flow meter equipment shall be turned over to the Village Public Works Department. 3. After selective demolition, the entrance tube shall be removed a minimum depth of 7 -foot below existing grade or as deep as needed to accommodate the final proposed site improvements. The remainder of the stripped dry well vessel shall be filled with controlled low strength material (flowable fill). The controlled low strength material shall be Mix 1 with work performed in accordance with Article 593 of the SSRBC. The contractor include venting as needed in order to completely fill the abandoned in place dry well to eliminate voids. Backfill remaining excavation with in-situ site material or bedding as required for proposed site components. D. Other Demolition 1. Remove electrical service meter and emergency cutoff switch. Conductors feeding meter shall also be removed after the new electrical service is energized. 2. Remove automatic transfer switch. 3. Abandon existing 10" force main as shown on the plans including sleeve repair at disconnection point. Abandoned force main shall be filled with CLSM. 4. Full depth sawcut and remove sidewalk, curb and gutter, and pavement as shown on the demolition plan. E. Basic Procedures and Schedule: Carry out demolition so that adjacent structures, which are to remain, are not endangered. Schedule the work so as not to interfere with the day to day operation of the existing facilities. Do not block doorways or passageways in existing facilities. F. Additional Requirements: Provide dust control for existing and new equipment protection and make provisions for safety. Village of Mount Prospect Huntington Lift Station Reconstruction 02 41 00-2 1.02 SCHEDULING A. Perform Work in manner which will provide least interference and most protection to public and existing construction. Contractor's operations subject to approval by Owner prior to commencement of Work. B. Carefully coordinate time and manner of demolition work with Engineer to assure continued operation of existing facilities and to maintain construction schedule requirements. C. Owner's use of premises shall have priority overwork in all Contract(s). D. Minimize outages of electrical systems. E. Coordinate electrical system outages with Owner and service utility. Notify Owner in writing at least 24 hours prior to electrical outage. Indicate system to be disabled, areas affected, proposed date and time of outage, duration, and work to be performed. F. Outages of following electrical systems shall be performed only with written permission of Owner. 1. Power distribution. 2. Fire alarm. 3. Telephone. 1.03 SUBMITTALS A. The Contractor shall submit to the Owner for review a description of demolition operations and procedures, data and information pertaining to the demolition Work and as herein specified. Submittals shall include product specifications and descriptions, and drawings (when necessary) showing details together with related accessories. All submittals shall comply with the applicable requirements of Section 01 33 00. B. The Contractor shall submit a schedule in compliance with Part 1.02 of this Section. C. The Contractor shall submit material test reports on samples of all fill and backfill. D. The Contractor shall submit a material in-situ compaction test report for backfill required by the demolition operations. Village of Mount Prospect Huntington Lift Station Reconstruction 02 41 00-3 E. Provide submittals as required during utility identification, relocates and protection. Provide submittals as required by the utility involved and / or having jurisdiction. Submittals shall be directly to the utility involved with copy to the Engineer. 1.04 QUALITY ASSURANCE A. Utility Identification, Relocate and Protection 1. Perform all Work of this Section in accordance with the applicable requirements of codes and standards of the agency / utilities involved. Comply with IDOT Standard Specifications (Sections 105.07 and 107.31) for Cooperation with Utilities and Contractor Responsibility. B. Retain services of a qualified professional soils consultant and testing laboratory. Responsibilities of soils consultant will include: 1. Sampling, testing, and approval of fill or backfill materials prior to and during placement. 2. Sampling and testing to determine moisture -density, maximum density and relative density characteristics of materials. 3. Observation of placement, selection of test locations and testing of material during placement to determine that specified compaction requirements are met. 4. Provide reports to Owner giving information on materials and testing performed. 5. Bind all reports and recommendations in one report at end of Project and submit to Owner. 6. Soils consultant shall provide evidence of professional registration in state where Work is performed and Professional Liability Insurance covering its activities in investigation, evaluation and production of reports dealing with subsurface soils investigations. C. Temporary electrical construction necessary to maintain existing system during construction shall comply with NEC Article 590. D. Regulatory requirements: 1. Comply with governing EPA notification regulations before starting demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. Obtain and pay for all permits required. Village of Mount Prospect Huntington Lift Station Reconstruction 02 41 00-4 2. Conform to applicable requirements of state, and other governmental agencies for demolition work. 1.05 SITE CONDITIONS A. Known underground piping, foundations, and other underground obstructions in vicinity of new construction are shown on Drawings. B. Protect underground facilities encountered during excavation until it is determined whether they are active or inactive. Repair, without compensation, existing active facilities shown on Drawings damaged during operations. C. Notify Engineer and Owner of unexpected subsurface conditions and discontinue Work in area until Owner provides notification to resume Work. PART 2 — PRODUCTS 2.01 MATERIALS OWNERSHIP A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain property of Owner, demolished materials shall become Contractor's property and shall be removed, recycled, or disposed from Project Site in appropriate and legal manner. PART 3 — EXECUTION 3.01 VERIFICATION OF CONDITIONS A. Inspect structures where demolition is required. Inspect existing Drawings of buildings and structures; Drawings are available from Owner. B. Perform excavation and dewatering necessary to accomplish Work. C. Determine actual Site conditions, extent to which demolition is required, and method of demolition. D. Schedule work with Owner and work in other parts of these Contract Documents. E. Perform surveys as required prior to demolition and as Work progresses to detect hazards resulting from demolition activities. 3.02 PREPARATION A. Conduct demolition operations and remove C&D materials to ensure minimum interference with roads, streets, walks, and other adjacent occupied and utilized facilities. Village of Mount Prospect Huntington Lift Station Reconstruction 02 41 00-5 B. Do not close or obstruct streets, walks, or other adjacent occupied or utilized facilities without permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. C. Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain. Ensure safe passage of people around demolition area. D. Protect existing Site improvements, appurtenances, and landscaping that are designated to remain in place. 3.03 UTILITY IDENTIFICATION, RELOCATES AND PROTECTION A. Active utilities which do not interfere with the Work shall be supported and protected from damage. After Engineer review and obtaining the utility's approval, relocate or remove active utilities which will interfere with Work. The Contractor shall pay for all damage to active utilities and for relocation or removal of all interfering utilities which are ascertainable from Drawings, surveys or site inspection, including J.U.L.I.E meet to be scheduled by the Contractor. B. Inactive or abandoned utilities and appurtenant structures encountered shall be filled or removed to avoid interference as directed by the Owner's Representative and/or the Utility. Exposed ends of abandoned lines shall be plugged or capped in a water -tight manner. 3.04 EXPOLOSIVES A. Explosives: Use of explosives not permitted. 3.05 DEMOLITION —GENERAL A. Below -grade construction: Demolish foundation walls and other below -grade construction, as follows: 1. Pipes abandoned in place shall be cut and capped as indicated on drawings. 2. Any below -grade valves demolished shall be removed, and remaining pipe cut and capped. 3. Below -grade areas: Completely fill below -grade areas and voids resulting from demolition operations to street level with satisfactory soil materials. Village of Mount Prospect Huntington Lift Station Reconstruction 02 41 00-6 B. Damages: Promptly repair damages to adjacent facilities caused by demolition operations. C. Remove existing construction as specified and shown and as required to permit new construction. D. Perform removal in manner that will minimize dust, noise, and other nuisance. Maintain haul routes for disposal of material clean and free of debris. C. Remove existing construction carefully providing for neat and orderly junctions at construction to remain in place. Final appearance of exposed surfaces shall be similar and equal to that of adjacent existing work. Grind off rough surfaces to remove sharp projections. D. Any portion of existing construction whether structural, or accessory which has become unstable through removal of other parts of construction shall be removed as soon as practicable, and no such unstable part shall be left free-standing or inadequately braced against causes of collapse at end of each day's work. E. No demolition shall be performed on piping, electrical circuits, or equipment until system has been isolated by owner of the utility. Contractor shall verify isolation of system. F. Contractor shall relocate existing active miscellaneous piping, conduit, and electrical circuits and devices not detailed on Drawings but required for installation of equipment and items installed by this Contract. 3.06 DEMOLITION OF MECHANICAL ITEMS A. Remove mechanical equipment and materials as shown on Drawings and as specified. B. Removal shall include but not limited to piping, valves, equipment, hangers, and associated accessories. 3.07 DEMOLITION OF ELECTRICAL ITEMS A. Examination: 1. Verify that abandoned wiring and equipment serve only abandoned facilities. 2. Demolition drawings are based on cursory field observation and existing record documents. Report discrepancies to Owner before disturbing existing installation. Village of Mount Prospect Huntington Lift Station Reconstruction 02 41 00-7 B. Preparation: 1. Before beginning underground demolition, contact Owner, and local utilities locating service JULIE at least 24 hours before digging. 2. Contact Owner to determine equipment items are to be salvaged and delivered to storage area. Other equipment shall become property of Contractor and shall be removed from job site. 3. Coordinate utility service outages with utility company. 4. Provide temporary wiring and connections to maintain existing systems in service during construction. 5. Existing electrical service: maintain existing system in service until new system is complete and ready for service. Disable system only to make switchovers and connections. Obtain permission from Owner at least 24 hours before partially or completely disabling system. C. Demolition and extension of existing electrical work: 1. Remove, relocate, and extend existing installations to remain to accommodate new construction. 2. Remove abandoned wiring to source of supply. 3. Disconnect abandoned outlets and remove devices. Remove abandoned outlets if conduit servicing them is abandoned and removed. Provide blank cover for abandoned outlets which are not removed. 4. Disconnect and remove following: a. Abandoned panelboards and distribution equipment. b. Devices and equipment serving utilization equipment that has been removed. c. Abandoned light fixtures, including brackets, stems, hangers, and other accessories. 5. Repair adjacent construction and finishes damaged during demolition and extension work. 6. Maintain safe access to existing electrical installations which remain active. 3.08 HANDLING OF DEMOLISHED MATERIALS Village of Mount Prospect Huntington Lift Station Reconstruction 02 41 00-8 A. Salvageable materials, except items specified to remain property of Owner, shall become property of Contractor and shall be removed from Site as Work progresses. B. Promptly re -use, salvage, recycle, or dispose of demolished materials. Do not allow demolished materials to accumulate or be stored on-site for more than 5 days. C. Certain equipment and material shall be removed and reinstalled as indicated on Drawings and specified herein. Contractor shall remove such items, store if required, and reinstall as indicated. In event of loss or damage to such material or equipment, Contractor shall replace items without additional cost to Owner. D. Storage of materials to be removed not permitted to accumulate on site. Promptly remove and dispose of unsalvageable equipment and materials. E. Burning: Do not burn demolished materials. F. Debris shall not be allowed to accumulate on roofs, floors, or in areas outside of and around any buildings being removed. Waste materials and debris resulting from Work shall be removed and disposed of daily by Contractor in disposal area obtained by Contractor. F. No material, obstructions, or debris shall be placed or allowed to accumulate within 15' of any fire hydrant. Fire hydrants shall be accessible at all times. 3.09 DISPOSAL OF MATERIALS A. Transport demolished materials from construction sites and legally recycle or dispose of materials. B. Special Waste and Hazardous Materials: If special waste and/or hazardous materials are encountered in areas other than those indicated on the Drawings during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling and protection against exposure or environmental pollution. 3.10 REPAIR AND RESTORATION A. Contractor shall be responsible for damage to personnel, public, roadways, streets, structures, utilities, facilities, and equipment caused by operations and shall repair any damage at its own expense or replace items damaged beyond repair. B. Do not operate vehicles or equipment on existing construction or roadways that could be damaged. Village of Mount Prospect Huntington Lift Station Reconstruction 02 41 00-9 C. Backfill applicable excavated areas, open pits, and other depressions as work progresses. Backfill materials shall conform to requirements of Drawings and other specification sections. D. Grade areas disturbed by construction to smooth, uniform surfaces sloped to drain. E. Replace construction removed to facilitate operations with construction of equal quality to that removed. 3.11 CLEAN-UP A. Maintain public streets, alleys, or other thoroughfares used in carrying out disposal free of litter or soil attributable to this operation. Equip and load trucks or other vehicles to prevent leakage, blowing off, or other escape of any portion of whatsoever is being hauled. Cost incurred by Owner in cleaning up such litter will be charged to Contractor and deducted from monies due or to become due it under this contract. B. Upon completion of demolition work in each area, thoroughly clean area of materials not to remain. C. Remove materials (except paint) adhered to construction to remain. D. Leave areas in broom clean and vacuumed condition. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum price for DEMOLITION. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 02 41 00-10 CONCRETE WORK SECTION 03 00 00 PART 1 — GENERAL 1.01 SUMMARY This Section specifies precast and cast -in-place concrete including formwork, reinforcing steel, and miscellaneous materials. Specific items related to the project include: A. Wet well top slab with integrally cast access hatch. B. Wet well. C. Valve / meter / bypass vault. D. Concrete traffic box enclosure pad. E. Concrete Sidewalk. 1.02 SUBMITTALS A. Precast Items: 1. Provide cut sheets for wet well flat top slab and wet well conforming generally to standard ASTM C478 manholes. Slab shall be 10" thick and of suitable diameter to match the proposed wet well. 2. Provide other cut sheets for any other items listed in Section 1.01 that will be constructed as a precast item. B. Quality assurance data: 1. Tests, or certificates of compliance with standards specified in this Section at least 14 days prior to commencing concrete placement for- a. Cement: From each car from which cement will be used. b. Fly ash: From each separate shipment from which fly ash is being used. c. Aggregates: For each size aggregate from each source of aggregate, for grading, deleterious substances and soundness. 2. List of admixtures, joint fillers, sealants, curing compounds, and other manufactured materials proposed identifying manufacturer and type. Provide data on specific items when requested by Engineer. Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-1 3. Testing laboratory reports required at least 14 days prior to commencing concrete placement for each class of concrete and each size aggregate: a. Proposed concrete design mix. b. Tests on concrete cylinders from trial batch of proposed mix. 4. Testing laboratory reports for tests on concrete cylinders taken in field. 1.03 QUALITY ASSURANCE A. Contractor shall retain services of qualified independent testing laboratory. B. Responsibility of testing laboratory will include: 1. Obtaining, making samples and trial batches and performing laboratory and field testing specified. 2. Provide reports to Engineer giving information on materials, concrete design mixes and testing performed. 3. Reports shall indicate whether or not materials meet specifications. C. Perform Work in accordance with ACI 117 and 301. D. Tests: 1. Establish proposed concrete design mix proportions on basis of either field experience and/or trial mixtures in accordance with ACI 318, Chapter 5, except specific requirements shall conform to requirement of these specifications. Determine and submit supporting data, standard deviation, trial batch tests, required average strength, proportions, air content, and slump range for each mix. 2. Concrete strength tests: a. Comply with ASTM C39 for testing and ASTM C31 or C192 for preparation of cylinders. b. Field tests: Sample in accordance with ASTM C172; make and test 3 cylinders from each sample on basis of not less than one sample from each day's placement for each class of concrete. Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-2 C. Cylinders shall be laboratory cured. Test one laboratory cured cylinder at 7 days and other two at 28 days for average strength. d. If tests indicate deficient strength as defined by ACI 318, immediately adjust mix to increase average of subsequent test results and, when directed, perform drilled core testing, ASTM C42. Testing and remedial work shall be at no additional cost to Owner. 3. Slump tests: a. Test each batch as delivered; comply with ASTM C172 and C143. b. If slump exceeds Specifications, promptly remove batch from Work and dispose of off-site at location selected by Contractor. Do not add water in excess of specified water - cement ratio to batch to achieve desired slump. 4. Air content tests: a. Sample on basis specified above for field strength tests. b. Obtain samples from concrete after it has been placed and consolidated. d. Determine air content by pressure method; comply with ASTM C231. c. If air content does not meet Specifications, remove deficient concrete from Work. 1.04 DELIVERY, STORAGE AND HANDLING A. Cement: Keep clean, dry, and free from weather damage. B. Aggregates: Stockpile each gradation separately on clean, noncontaminating surface. PART 2 — PRODUCTS 2.01 WET WELL PRECAST CONCRETE FLAT TOP A. The pump station wet well flat top shall be a new precast concrete flat top conforming to standard ASTM C478 manholes. Diameter shall be a suitable match Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-3 for the diameter of the proposed wet well. New flat top shall have the access frame and hatch cast into the top and frame shall be flush with the top of the concrete. 2.02 WET WELL A. The wet well base and riser shall conform to Standard ASTM C478 manholes. Base slab thickness shall be a minimum of 12" with a 12" flange extension. Minimum wall thickness of the barrel section shall be 8". 2.03 PRECAST SANITARY MANHOLE A. Sanitary manholes shall be in accordance with Section 32 of the Specifications for Water and Sewer Construction in Illinois, Current Edition, and the detail shown on the Plans. Sanitary manhole shall include furnishing and installing Type 1 frames and self-sealing closed lid, chimney seal (external or internal) and flexible boot for inlet and outlet pipes. 2.04 CEMENT A. Portland cement: ASTM C150, Type I. B. High -early -strength Portland cement: ASTM C150, Type III. May be used instead of Type I cement at Contractor's option, unless specified otherwise, to achieve 28 - day strength at 7 days. Do not use in concrete where least dimension of concrete section exceeds 3'-0" (900 mm). C. White cement: Nonstaining, ASTM C150, Type I. D. Use only one brand of each type of cement. 2.05 AGGREGATE A. Regular aggregate: Strong, durable, well -graded minerals conforming to ASTM C33 requirements for grading, deleterious substances and soundness. B. Aggregates not conforming exactly to above specifications may be used provided special tests or actual service establish that such aggregates will produce concrete of quality specified. C. Coarse aggregate nominal size: 1. 1-1/2" to No. 4: Use for all concrete unless specified otherwise. 2. 3/4" to No. 4: Use for slabs and thin sections and areas where clear spacing between reinforcing bars is less than 3". Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-4 2.06 FLY ASH A. Conform to ASTM C618. B. Fly ash for total Project shall be obtained from single source. C. Design concrete mixes to include fly ash in amount of approximately 15% to 20% of cement by weight. D. May be used at Contractor's option for all concrete. 2.07 WATER A. Clean, fresh, free from injurious amounts of oil, alkali, acid, salts, organic materials, or other substances that may be deleterious to concrete or steel. Mix water shall comply with ASTM C1602. 2.08 ADMIXTURES A. Water -reducing and set -controlling admixture, ASTM C494, type as required. Use for all concrete. B. Air entraining agent, ASTM C260. Use in accordance with manufacturer's recommendations. 2.09 REINIFORCING A. Bars: ASTM A615, Grade 60 (420) deformed bars. B. Bend bars cold to conform to required details. C. Welded wire fabric: ASTM A185 plain wire in coiled rolls. 2.10 FORMS A. Acceptable materials: 1. Douglas fir, exterior type, concrete form plywood, 5/8" thick minimum, conforming to DOC PS 1, Grade B -B, Class I or 11. 2. Removable metal forms with surfaces equal to Douglas fir, exterior type, concrete form plywood. 3. Fiber tube forms: Cylindrical fiber reinforced forms. Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-5 B. Form ties: Type leaving no metal within 1" of finished surface after removal of forms. C. Form coating: 1. Wood forms: Nonstaining mineral oil or commercially produced form - release agent that will not bond with, stain, or adversely affect concrete surfaces and curing, and will not impair bond or adhesion of subsequent treatment of concrete surfaces, "Nox-Crete Form Coating," by Nox-Crete Chemicals, or equal. 2. Metal forms: Treat surfaces as recommended by manufacturer before placing reinforcing. 3. Fiber tube forms: Treat surfaces as specified for wood forms or as recommended by manufacturer. 2.11 CURING MATERIALS A. Liquid membrane -forming compound: 1. ASTM C309, Type 1 with fugitive dye, except Type 2 with white pigment for surfaces exposed to direct rays of sun. 2. Do not use compounds containing wax, oil, resin, varnish, or other bases that will prevent bonding of finishes such as floor coverings, tile, additional concrete, paint, and similar applied finishes. 3. Use for curing at Contractor's option except where other products are specified for particular application. B. Plastic film: 1. Polyethylene plastic film, white, nonstaining, conforming to ASTM D2103. 2. Minimum 4 -mil thickness. 3. Use for curing at Contractor's option except where other products are specified for particular application. C. Absorptive mat: 1. Cotton fabric, burlap fabric, or burlap -polyethylene material woven or bonded to prevent separation. 2. Material shall be clean and nondetrimental to concrete or finish. Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-6 3. Use for curing at Contractor's option except where other products are specified for particular application. 2.12 GROUT A. Regular grout: 1. One part Portland cement to three parts fine aggregate with sufficient water to maintain adequate workability. Substitute white cement for normal Portland cement to match color of adjacent concrete. 2. Minimum strength: 4,000 psi at 28 days. 3. Use for patching. B. Nonshrink grout: 1. Nonmetallic and free of chloride, gypsum or corrosive -type materials; ASTM C1107, Grade A; formulation suitable for application. 2. Minimum strength: 5,000 psi at 28 days. 3. Use for grouting beneath baseplates. 2.13 CONCRETE DESIGN AND USE A. Each concrete design mix shall be established in strict accordance with ACI 318 by proportioning on basis of either experience and/or trial mixtures. B. Strength classifications: 1. Class A: a. Compressive Strength (f'c) = 4,000 psi. b. Required Average Compressive Strength (f'cr) = 5,200 psi. C. Required average compressive strengths: Produce concrete of average strengths noted above unless test results substantiate a lower permissible average strength based on standard deviation criteria set forth in ACI 318. Strengths listed above are 7 -day strengths for concrete using high -early -strength cement and 28 -day strengths for concrete using other type cements. D. Maximum water -cement ratio: 0.48% by weight. Where pozzolan fly ash is used, water -cement plus pozzolan ratio shall not exceed specified ratio. Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-7 E. Air entrainment: Concrete shall contain entrained air within following limits. 1. Nominal Maximu Size of Coars Aggregate = 3/4" a. Total Air Content, Percent By Voluem = 4 — 8% 2. Nominal Maximu Size of Coars Aggregate = 1-1/2" a. Total Air Content, Percent By Voluem = 3 — 6% F. Workability: 1. Proportions of concrete shall produce a mixture, suited to placement methods, which will work readily into corners and angles of forms and around reinforcement and embedded items. Segregation of materials or presence of free water will not be permitted. 2. Slump of concrete: Use minimum practical; vary within limits given to suit placement conditions; in no case is slump to be increased by addition of water in excess of design mix quantity: a. Type of Construction i. All concrete unless otherwise noted: Slump = 2 in Min, 5 in Max. ii. Building Columns: Slump = 3 in Min, 5 in Max. G. Class A concrete: Use for all concrete unless specified otherwise. 2.14 READY MIX CONCRETE A. Provide concrete from an established, approved ready -mix plant. Ready -mix plant equipment and facilities shall be certified in accordance with NRMCA QC -3. B. Equipment and methods: Conform to ASTM C94. PART 3 — EXECUTION 3.01 PREPARATION A. Construct forms strong, straight, adequately braced and securely fastened. B. Remove laitance from previously placed or existing concrete, thoroughly clean surface before placing additional concrete. Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-8 C. Apply form coating on formwork in accordance with manufacturer's instructions. Apply prior to placing reinforcing steel, anchoring devices, and embedded items. 3.02 PLACING CONCRETE A. Clean transporting equipment, reinforcing, and embedded items before placing concrete. Remove water and debris from places to be occupied by concrete. B. Place no concrete until forms, reinforcing, and embedded items have been verified as adequately supported and accurately placed. Place no concrete over water - covered, muddy, or frozen soil. C. Immediately remove concrete where water, soils, or other deleterious substances are permitted to mix with concrete, form or embedded item movement occurs, or inadequate consolidation is obtained. D. Hot weather concreting: 1. Applies to concrete placed when ambient temperature exceeds 90° F. 2. Conform to ACI 305R recommendations and requirements. E. Cold weather concreting: 1. Applies to concrete placed when ambient temperature is below 40° F. 2. Conform to ACI 306R recommendations and requirements. 3. If temporary heating facilities used are of type which produce an atmospheric condition of high carbon dioxide content, seal off concrete in such manner that no damage will result to concrete surface. F. Employ best industry practices to prevent segregation during placing. Do not drop concrete more than 5' (1500 mm). Use tremied or pumped concrete to provide proper placement. Place in layers approximately 18" (450 mm) deep. G. Place concrete continuously in each section until completed. Permit not more than 30 minutes between depositing adjacent layers of concrete within each section, unless an acceptable set retarder is used in concrete mix. H. Thoroughly compact, puddle, and vibrate concrete into corners and around reinforcing and embedded items. Use internal vibration where size of section permits. Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-9 I. Maintain concrete placing temperature between 50°F and 90°F except as specified for hot and cold weather concreting. J. Place sections of concrete in sequence that eliminates shrinkage effects to greatest extent practicable. K. Protect concrete from injury due to sun, cold weather, running water, construction operations, and other causes until properly cured. 3.03 REINFORCEMENT PLACEMENT A. Remove scale, loose flaky rust, dirt, grease, curing compound, and other coatings that would impair bond. B. Install slab -reinforcing bars in correct position by use of preformed bolsters and spacers, except concrete blocks may be used to position bars in concrete placed on grade. Concrete block shall have compressive strength equal to that of surrounding concrete. C. Space bars properly, and tie securely in position before placing concrete. Tack welding to keep reinforcing in place is not permitted. D. Lap wire fabric not less than 8". E. Welding of reinforcing bars: Conform to AWS D1.4. 3.04 CONSTRUCTION JOINTS A. Install only where shown or where specifically permitted. B. Provide keyway 1-1/2" deep covering approximately 1/3 area of construction joint, unless shown otherwise. D. A delay, until concrete is no longer plastic, shall occur after placing concrete for columns or walls before placing concrete for slabs, beams, or girders supported thereon. C. Slabs -on -grade: Place concrete in continuous side-by-side strips. Saw -cut control joints as soon as practicable after concrete hardens. Allow initial shrinkage of concrete to take place (ideally 90-120 days) before applying sealant. 3.05 EMBEDDED ITEMS A. Install items required under this contract to be embedded in concrete including structure steps at 16" centers. Install items required by others for embedding in concrete, if so instructed before placing concrete. Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-10 B. Fasten embedded items securely in proper position before placing concrete. C. Conduit or pipe embedded in slabs or walls: 1. Locate in center of slab or wall and space not closer than 3 diameters on center; locate to avoid impairing strength of concrete. 2. Coordinate placing of reinforcing with conduit or pipe location. Do not cut reinforcing to clear conduit or pipe. D. Aluminum pipe shall not be embedded in concrete. Where aluminum projects into or rests against surface of concrete, coat surfaces of aluminum to prevent direct contact with concrete. 3.06 GROUTING A. Roughen concrete surfaces by light chipping to remove laitance to approximately 1/2". Do not expose reinforcing steel. B. Remove materials which might interfere with bond; prepare surfaces in strict conformance to manufacturer's instructions. C. Mix, place, and cure grout in strict accordance to manufacturer's instructions. D. Remove shims after grout is placed. Fill shim voids with grout. 3.07 FINISHING A. Flatwork: 1. Tamp concrete to force coarse aggregate down from surface. 2. Screed with straightedge, eliminate high and low places, bring surface to required finish elevations; slope uniformly to drains. 3. Dusting of surface with dry cement or sand during finishing operations is not permitted. 4. Apply curing compounds and similar materials in accordance with manufacturer's instructions during or after finishing. 5. Finish surfaces within following tolerances as measured with a 10' straightedge: a. Slabs: 3/16". Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-11 b. Top surfaces of structures other than slabs: In accordance with ACI 117. 6. Float finish: a. Float surface to true, even plane. b. Float second time to uniform finish with wood or cork float; use edger on exposed edges. B. Formed surfaces: 1. Remove fins, projections, and loose material. 2. Clean surfaces of form oil. 3. Patch honeycomb, aggregate pockets, voids, and holes as follows: a. Chip out until sound concrete is exposed to minimum depth of ill. b. Prepare patching mortar with approximately 2 parts normal portland cement, one part white cement, 9 parts fine aggregate; vary proportions of cement as necessary to match color of adjacent concrete. c. Saturate surfaces with water and fill cavities with patching mortar. 3. Fill holes left by form ties with patching mortar. 4. Cure patches as specified for concrete. 3.08 FORM REMOVAL A. Minimum time before removal after placing concrete, unless permitted otherwise: 1. Footings: 24 hours. 2. Walls, piers, and columns: 48 hours (24 hours for metal -lined forms). 3. Self -supported beams and slabs: 14 days. Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-12 4. Time specified above represents cumulative time during which temperature of concrete is maintained above 50°F and for concrete without set - controlling admixtures. B. Reduce removal time by half for high -early -strength cement concrete. C. In any event, do not remove supporting forms and shoring until concrete has acquired sufficient strength to safely support own weight plus construction loads. D. Take care when removing forms that concrete is not marred or gouged and that corners are true, sharp and unbroken. 3.09 CURING A. Cure all concrete; begin curing as soon as possible after placement of concrete. B. Use of liquid membrane -forming curing compound permitted for all concrete except where product would impair bond of other applied materials to surface or where other method of curing is specified for particular use. C. Plastic film curing: 1. Dampen surface of concrete and lay plastic film with minimum 6" side laps and free of wrinkles; tape side laps. 2. Hold film in place with lumber or use similar provisions to prevent exposure of concrete for 7 days after placing. 3. Immediately repair tears in film. D. Water curing: 1. Keep concrete continuously wet for seven days after placing. 2. Use on concrete surfaces not receiving compound or plastic film curing. 3. Clean, nonstaining absorptive mat may be used with water curing. 4. Do not use for curing cold weather concrete. 3.10 MANHOLE TESTING A. All manholes shall be inspected and leakage tested in accordance with ASTM C1244-93 or C969-94. This work shall be included in the price of the manhole. Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-13 PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the WET WELL TOP SLAB, WET WELL, METER / VALVE / BYPASS VAULT or CONCRETE TRAFFIC BOX ENCLOSURE PAD. B. SANITARY MANHOLE will be measured for payment per each newly placed manhole. C. CONCRETE SIDEWALK, 5" will be measured for payment in place and the area computed in square foot. Detectable warnings will not be measured for separately. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum prices for: 1. WET WELL TOP SLAB a. Includes all work in this specification as well as the spring assist access hatches specified in Section 08 10 00. 2. WET WELL a. Includes pouring of concrete fillets in wet well bottom. 3. METER / VALVE / BYPASS VAULT a. Includes all work in this specification as well as the spring assist access hatches and bypass connection specified in Section 08 10 00 and the filling of the bottom 1' of the vault with Class A Concrete as shown on the plans. 4. SANITARY MANHOLE 5. CONCRETE TRAFFIC BOX ENCLOSURE PAD a. Includes all work in this specification as well as earthwork and 8" of CA -6 compacted stone base course as shown on the plans. 6. CONCRETE SIDEWALK, 5" Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-14 a. Includes all work in this specification as well 2" of CA -6 compacted stone base course as shown on the plans. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 03 00 00-15 ACCESS HATCHES SECTION 08 10 10 PART 1 — GENERAL 1.01 SUMMARY A. This Section specifies factory fabricated aluminum access hatches. 1.02 SUBMITTALS A. Provide submittals in accordance with Section 01 33 00. B. Product technical data: Manufacturer's data. C. Shop Drawings: Include profiles, accessories, location, and dimensions. D. Structural calculations or certifications from access hatch manufacturer prepared, stamped, dated, and signed by a Professional Engineer licensed in the State of Illinois verifying access hatches are designed for specified loads. PART 2 - PRODUCTS 2.01 MAINTENANCE ACCESS HATCHES A. Acceptable Manufacturers 1. U.S.F Fabrication 2. BILCO 3. Or approved equal. B. PERFORMANCE REQUIREMENTS 1. Wet well vault shall be double leaf. Valve and meter vaults shall be double leaf. Sizes shall be as indicated in the Drawings. a) Hatches shall be lockable to prevent outside entry. b) Wet well hatch shall have odor gaskets and debris gaskets. c) Vault hatch does not require the odor gaskets or debris gaskets. 2. Performance characteristics: Village of Mount Prospect Huntington Lift Station Reconstruction 08 10 10-1 a) Reinforced to support HS -20 load ratings (with a maximum deflection of 1/150th of the span). b) Operation shall be smooth and easy with controlled operation throughout the entire arc of opening and closing. c) Operation shall not be affected by temperature. d) Entire access hatch, including all hardware components, shall be corrosion resistant. 3. Cover: Minimum 1/4 -inch thick aluminum diamond pattern. 4. Frame: a) Channel frames shall be minimum 1/4 -inch steel angle. b) Provide additional structural members to reinforce frame as required to provide effective operation of hatches designed for specified loads. 5. Hinges: a) Heavy forged aluminum hinges, each having a minimum 1/4 -inch diameter Type 316 stainless steel pin and pivot so the cover does not protrude into the channel frame. b) Shall be specifically designed for horizontal installation and shall be through -bolted to the cover with tamperproof Type 316 stainless steel lock bolts and shall be through -bolted to the frame with Type 316 stainless steel bolts and locknuts. 6. Fall Protection: a) The access opening shall have a permanently installed fall through protection grate system that provides continuous safety assurance in both its closed and open position. Single or double grate system shall be aluminum with an OSHA safety orange finish. Grates shall smoothly pivot on hinges 90 degrees upward and lock into place by hold open rods. 7. Gaskets: b) Debris gasket: continuous EPDM gasket mechanically fastened to the perimeter of the frame to reduce the amount of dirt and debris that enters the frame. Village of Mount Prospect Huntington Lift Station Reconstruction 08 10 10-2 8. Lifting mechanisms: a) Manufacturer shall provide the required number and size of compression spring operators enclosed in telescopic tubes to provide, smooth, easy, and controlled cover operation throughout the entire arc of opening and to act as a check in retarding downward motion of the cover when closing. b) The upper tube shall be the outer tube to prevent accumulation of moisture, grit, and debris inside the lower tube assembly. c) The lower tube shall interlock with a flanged support shoe fastened to a formed 1/4 -inch gusset support plate. 9. A removable exterior turn/lift handle with a spring loaded ball detent shall be provided to open the cover and the latch release shall be protected by a flush, gasketed, removable screw plug. 10. Hardware: a) Cover shall be equipped with a hold open arm which automatically locks the cover in the open position. b) Cover shall be fitted with the required number and size of compression spring operators. Springs shall have an electrocoated acrylic finish. c) Type 316 stainless steel snap lock with fixed handle shall be mounted on the underside of the cover. d) Hardware: Type 316 stainless steel. 11. Finishes: a) Factory finish: mill finish aluminum b) Bituminous coating: apply to the exterior of the frame. 12. Hatch doors shall mount flush to the frame when in the closed and locked position. 13. Locks shall be provided for all hatches and shall be keyed alike. Four (4) sets of keys shall be provided. Locks provided shall be of the hasp type and keyed alike to the Village's existing code. Village of Mount Prospect Huntington Lift Station Reconstruction 08 10 10-3 14. Signage shall be provided and securely fastened to the interior side of the access hatch advising that proper ventilation must be provided prior to entering; and that the area is considered to be a "confined space" and as such proper precautions must be taken prior to entry. Signage shall be of a corrosion resistant material and shall be held in place by stainless steel fasteners. Signage shall be positioned such that when the hatch is opened the sign shall be in full view and easily legible. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with the construction documents, shop drawings, and manufacturer's installation instructions. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item. Access hatch for the wet well shall be included in SUBMERSIBLE SOLIDS HANDLING PUMPS AND APPURTENANCES as described in Section 22 13 29. Access hatches for the valve vault, including the bypass coupling connection and access hatch, shall be included in METER / VALVE / BYPASS VAULT as described in Section 03 00 00. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 08 10 10-4 PROCESS PIPING AND APPURTENANCES SECTION 22 10 00 PART 1 - GENERAL 1.1 DESCRIPTION: A. Provide and test process pipe, fittings, and appurtenances as indicated and specified, between the pumps and the force -main. The force -main shall be defined as buried main commencing after the meter / valve / bypass vault. 1.2 RELATED WORK: A. Section 33 05 19: Ductile -Iron Pipe and Fittings B. Section 22 13 29: Submersible Solids Handling Pumps and Appurtenances C. Section 22 10 00: Process Valves and Appurtenances 1.3 REFERENCES: A. American Welding Society: AWS B3.0 B. Manufacturer's Standardization Society: MSS SP -69 C. American Society for Testing and Materials: 1. ASTM A216: Standard Specification for Steel Castings, Carbon, Suitable for Fusion Welding, for High Temperature Service 2. ASTM A307: Standard Specification for Carbon Steel Externally Threaded Standard Fasteners 3. ASTM D1330: Standard Specification for Rubber -Sheet Gaskets D. American National Standards Institute: 1. ANSI B16.1: AN Standard for Cast Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250 and 800 E. Fluid Sealing Association - Technical Handbook. 1.4 SUBMITTALS: A. Submit the following in accordance with Section 01 33 00: Village of Mount Prospect Huntington Lift Station Reconstruction 22 10 00-1 1. Submit manufacturer's certificates of conformance. 2. Submit certified copies of test reports. 3. Piping layouts in full detail. 4. Location of pipe hangers and supports. 5. Location and type of backup block or device to prevent joint separation. 6. Large scale details of wall penetrations and fabricated fittings. 7. Schedules of all pipe, fittings, special castings, flexible connectors, adapters, couplings, expansion joints, and other appurtenances. 8. Reports as required for welding certifications per ANSI B31.1 Paragraph 127.6. 9. Catalog cuts of joints, couplings, harnesses, expansion joints, gaskets, fasteners and other accessories. 10. Brochures and technical data on coatings and linings and proposed method for application and repair. 11. Manufacturer's descriptive literature and technical data on insulation and proposed method of installation. 12. Shop drawing data for accessory items. 13. Manufacturer's literature as needed to supplement certified data. 14. Operating and maintenance instructions and parts lists. 15. Schematic control and power wiring diagrams. 16. Shop and Field inspections reports. 17. List of recommended spare parts other than those specified. 18. Recommendations for short and long term storage. 19. Special tools. 20. Shop and field testing procedures and equipment to be used. 21. Provide a listing of the materials recommended for each service Village of Mount Prospect Huntington Lift Station Reconstruction 22 10 00-2 specified and indicated. Provide documentation showing compatibility with process fluid and service specified and as indicated. 22. The most recent ISO 9000 series certification or quality system plan. 23. Material Certification: a. Provide certification from the equipment manufacturer that the materials of construction specified are recommended and suitable for the service conditions specified and as indicated. If materials other than those specified are proposed based on incompatibility with the service conditions, provide technical data and certification that the proposed materials are recommended and suitable for the service conditions specified. And indicated including an installation list of a minimum of five (5) installations in operation for a minimum of five (5) years. Provide proposed materials at no additional cost to the Authority. b. Where materials are not specified, provide technical data and certification that the proposed materials are recommended and suitable for the service conditions specified and indicated. B. A copy of the contract mechanical process, electrical and instrumentation drawings, with addenda that are applicable to the equipment specified in this section, marked to show all changes necessary for the equipment proposed for this specification section. If no changes are required, mark all drawings with "No changes required". Failure to include all drawings applicable to the equipment specified in this section will result in submittal return without review. C. A copy of this specification section with addenda and all referenced specification sections with addenda, with each paragraph check -marked to indicate specification compliance or marked to indicate requested deviations and clarifications from the specified requirements. If deviations and clarifications from the specifications are indicated, therefore requested by the Contractor, provide a detailed written justification for each deviation and clarification. 2. Failure to include a copy of the marked -up specification sections and or the detailed justifications for any requested deviation or clarification will result in submittal return without review until marked up specification and justification are resubmitted with the entire package. 1.5 QUALITY ASSURANCE: A. Provide in accordance with Section 01 43 00 and as specified. Village of Mount Prospect Huntington Lift Station Reconstruction 22 10 00-3 B. Replace all materials contaminated with gasoline, lubricating oil, liquid or gaseous fuel, aromatic compounds, paint solvent, paint thinner, and acid solder at no additional cost to the Owner. C. Coordinate dimensions and drilling of flanges with flanges for valves, pumps and other equipment to be installed in piping systems. Bolt holes in flanges to straddle vertical centerline. D. Qualification for Pipe Support Structural Attachment Welders: Provide certification that welders to be employed in work have satisfactorily passed AWS qualification tests. If recertification of welders is required, retesting is the Contractor's responsibility at no additional cost to the Owner. E. Protect piping from dirt, dust, oil, grease, and other foreign matter during installation to prevent debris from being left in piping. 1.6 DELIVERY, STORAGE AND HANDLING: A. Provide in accordance with Section 01 60 00 and as specified. B. Shipping: Ship equipment, material and spare parts complete except where partial disassembly is required by transportation regulations or for protection of components. 2. Pack spare parts in containers bearing labels clearly designating contents and pieces of equipment for which intended. 3. The Contractor shall obtain spare parts from the manufacturer at the same time as pertaining equipment. The Contractor shall maintain possession of spare parts until Substantial Completion at which time, all spare parts shall be turned over to the Owner. C. Receiving: Inspect and inventory items upon delivery to site. 2. Store and safeguard equipment, material and spare parts in accordance with manufacturer's written recommendations and instructions. PART 2 - PRODUCTS 2.1 DUCTILE IRON PIPE AND FITTINGS: Village of Mount Prospect Huntington Lift Station Reconstruction 22 10 00-4 A. Provide in accordance with Section 33 05 19. 2.2 PRESSURE AND FLOW INSTRUMENTATION: A. Provide in accordance with Section 33 32 11. 2.3 BYPASS COUPLING SYSTEM: A. Acceptable Manufacturers 1. Precision Systems without exception. B. Description 1. Bypass coupling connection and hatch shall include a 6" Camlock fitting manufactured for an NPT connection to valve vault riser pipe. Camlock fitting shall be integral to a rectangular stainless steel and aluminum assembly for casting in valve vault lid. Hatch shall be aluminum checkplate, with lockable lid and waterproof lock. 2.4 PIPE SUPPORTS: A. Saddle Stands: Used adjustable saddle stands. 1. Provide each stand with a length of steel pipe fitted at the base with standard threaded cast-iron flange or steel base plat and at the top with an adjustable saddle or roll. Bolt the base flange or plate to the floor, foundation or concrete base. 2. Use stanchions of construction similar to the saddle stand, except fit them at the top with cast-iron pipe saddle supports or with pipe stanchion saddles with yokes and nuts. 2.5 COUPLINGS -SLEEVE TYPE: B. Manufacturers: 1. Romac 2. Smith Blair 3. Viking Johnson 4. Dresser Village of Mount Prospect Huntington Lift Station Reconstruction 22 10 00-5 5. Or acceptable equivalent product. C. Provide couplings meeting AWWA C219 D. Couplings 12 -in and smaller - 1 . maller:1. End rings and center rings: ASTM A536 ductile iron, fusion bonded epoxy coated 2. Gaskets: Buna-N, NSF 61 approved 3. Hardware: Type 316 stainless steel E. Bridles and tierods: Minimum 3/4 -in diameter, except where tierods replace flange bolts of smaller size, in which case fit with nut on each side of pair of flanges. 1. Provide as indicated 2.6 EXPANSION JOINTS -STAINLESS STEEL: A. Manufacturers: 1. Pathway 2. Flexonic �t�_r:Ml 4. Or acceptable equivalent product. B. Design Criteria - 1 . riteria:1. Liquid: Service as indicated in the Process Pump Schedule. 2. Liquid Temperature: As indicated in the Process Pump Schedule. 3. Minimum Pressure Rating: 150 psi minimum or as indicated in the Process Piping Schedule. C�►� �II'11'ii�1i�1��i.1�►G •-['I�l�"L�i - �iiti�if��'�IiLai1 5. Minimum Axial Movement: 0.4 -inch 6. For expansion joints used on pump discharge nozzles the Contractor shall coordinate the rod size and movement allowable with the pump Village of Mount Prospect Huntington Lift Station Reconstruction 22 10 00-6 manufacturer and provide a statement from the pump manufacturer that the expansion joint and rod size is acceptable for the pump provided. C. Products: 1. Provide bellows of two ply construction formed from concentric tubes having only longitudinal seams. 2. For two ply construction, each ply shall be capable of retaining the rated pressure at the specified temperature independently. 3. For two ply construction, seal weld both plies so that no gas or liquid leaks out at the ends. 4. For two-ply construction, provide a pressure monitoring connection with pressure gauge and pressure switch as specified herein for the annular space. 5. Provide control rods for test pressure. 6. Provide minimum two lifting lugs on each joint. Each lug shall be designed to carry the entire weight of the assembly. 7. Provide each joint with a liner and mark a flow arrow on the outside to indicate direction of flow. 8. Provide each expansion joint with a Type 316 stainless steel nameplate indicating size, bellows material, pressure and temperature rating, lateral and axial limits on movement, date of manufacturer, and the manufacturer. D. Materials: 1. Bellows: a. Inner Ply: Inconel alloy 625, minimum 0.048 -inch thick. b. Outer Ply: Inconel alloy 625, minimum 0.048 -inch thick. 2. Liner: Type 316L stainless steel, minimum 0.1875 -inch thick. 3. Flanges: Type 316L stainless steel, Class 150. 4. Limit Rods/Nuts and Hardware: Type 316 stainless steel. E. Install joints in their neutral position. Village of Mount Prospect Huntington Lift Station Reconstruction 22 10 00-7 2.7 WALL SLEEVES: A. Materials: 1. Wall Sleeves Between Dry Area or Between Dry Area and Ground a. Flexible boots meeting ASTM C923 Clamp -On Type or "A -Lock" Type. b. Clamp to pipe using minimum of 2 stainless steel clamps. B. Hardware: Type 316 stainless steel. PART 3 — EXECUTION 3.1 INSTALLATION: A. Install items in accordance with manufacturer's printed instructions and as indicated and specified. B. Ensure interior lines parallel to building walls wherever possible. Install piping to accurate lines and grades, and support. Provide pipe supports as specified under Part 2.3 of this section. Where temporary supports are used, ensure rigidity, to prevent shifting or distortion of pipe. Provide for expansion. C. Before assembly, remove all dirt and chips from inside pipe and fittings. D. Use dielectric bushings or unions when ferrous pipes join nonferrous pipes carrying liquid either underground or elsewhere. E. Welding in accordance with AN Standard B31 and AWS B3.0. 3.2 WALL SLEEVE SEALS: A. Pack annular spaces with extrudible preformed plastic gasket material to prevent debris from entering space between pipe and flexible boot.. 3.3 TEMPORARY PLUGS: A. Close open ends of pipe with temporary plugs or caps when pipe installation is not in progress. Use watertight plugs for exterior, buried piping and if water or debris is in trench when work is resumed, do not remove until adequate provision has been made to prevent any water or debris entering pipe even if it necessitates dewatering trench. 3.4 TESTING: Village of Mount Prospect Huntington Lift Station Reconstruction 22 10 00-8 A. Process piping shall undergo pressure and leakage testing in accordance with Part 3.5 of Section 33 05 19. 3.5 TOUCH-UP FIELD PAINTING: A. Repair or replace damaged or defective coating areas. B. Remove damaged or defective coatings by sand -blast cleaning in accordance with SSPC-SP-6, Commercial Grade, immediately prior to priming. C. Before priming, provide surfaces dry and free of dust, oil, grease and other foreign material. D. Apply approved coating in accordance with valve manufacturer's printed recommendations. E. When small areas of coating need touch up, surface preparation may be done with suitable power needle gun to match specified blast cleaning. 3.6 CONTRACT CLOSEOUT: A. Provide in accordance with Section 01 77 00. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. ! go] PM9-1 1►TA1a1►11 A. Payment for the Work specified in this Section will be made at the lump sum prices for PROCESS PIPING AND APPURTENANCES. 1. Price shall exclude the flow meter, which is included in the cost of WASTEWATER PUMPING CONTROL SYSTEM COMPLETE per Section 33 0930. END OF SECTION Village of Mount Prospect Huntington Lift Station Reconstruction 22 10 00-9 PROCESS VALVES AND APPURTENANCES SECTION 22 10 00 PART 1 - GENERAL 1.1 DESCRIPTION: A. Provide and test valves and appurtenances as indicated and specified. 1. Provide sizes and capacities as indicated or specified. 1.2 RELATED WORK: A. Section 22 13 19: Process Piping and Appurtenances B. Section 33 05 19: Ductile Iron Pipe and Fittings 1.3 REFERENCES: A. American Society for Testing and Materials (ASTM): 1. ASTM A48: Specification for Gray Iron Castings. 2. ASTM A126: Standard Specification for Gray Iron Castings for Valves, Flanges and Pipe Fittings. 3. ASTM A536: Specification for Ductile -Iron Castings. B. American National Standards Institute (ANSI): 1. ANSI B2.4: Hose Coupling Screw Threads. 2. ANSI B16.1: Cast -Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250, and 800. 3. ANSI B16.4: Cast -Iron Threaded Fittings, Class 125 and 250. 4. ANSI B16.10: Face -to -Face and End -to -End Dimensions of Ferrous Valves. 1.4 SUBMITTALS: A. Shop Drawings: Submit the following in accordance with Section 01 33 00 - SUBMITTALS: 1. Certified shop and erection drawings. Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-1 a. Electronic files shall conform to the following minimum requirements: (1) Electronic Files: AutoCad R2010 or higher, drawn to scale. (2) Submit electronic files as part of the Shop Drawing submittal. (3) Submit electronic files on CD or DVD (4) Drawings shall include plan views, sectional views, title block, Tag Numbers, serial numbers, Parts List (identifying each component), dimensions, connection sizes and types and all details of all related items. In cases where certain information is proprietary and is omitted, provided a statement indicating that the information is proprietary and is being omitted. b. Drawings shall be in conformance with all other requirements as specified in this specification. 2. Data, regarding valve characteristics and performance. 3. Shop drawing data for accessory items. 4. Manufacturer's literature as needed to supplement certified data. 5. Operating and maintenance instructions and parts lists. 6. Listing of reference installations as specified with contact names and telephone numbers. 7. Valve shop test results. 8. Qualifications of field service technician. 9. Shop and Field inspections reports. 10. List of recommended spare parts other than those specified. 11. Recommendations for short and long term storage. 12. Special tools. 13. Shop and field testing procedures and equipment to be used. 14. Number of service technician days provided and per diem field service rate. Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-2 15. Manufacturer's product data and specifications for shop painting. 16. Provide layout drawing showing orientation of plug, gate, check and ball valves and actuator and nearest obstruction. 17. Manufacturer's product data and specifications for shop painting. 18. Provide a listing of the materials recommended for each service specified and indicated. Provide documentation showing compatibility with process fluid and service specified and indicated. 19. The most recent ISO 9000 series certification or quality system plan. 20. Material Certification: a. Provide certification from the equipment manufacturer that the materials of construction specified are recommended and suitable for the service conditions specified and indicated. If materials other than those specified are proposed based on incompatibility with the service conditions, provide technical data and certification that the proposed materials are recommended and suitable for the service conditions specified and indicated including an installation list of a minimum of five (5) installations in operation for a minimum of five (5) years. Provide proposed materials at no additional cost to the Owner. b. Where materials are not specified, provide technical data and certification that the proposed materials are recommended and suitable for the service conditions specified and indicated. B. A copy of this specification section with addenda and all referenced specification sections with addenda, with each paragraph check -marked to indicate specification compliance or marked to indicate requested deviations and clarifications from the specified requirements. If deviations and clarifications from the specifications are indicated, therefore requested by the Contractor, provide a detailed written justification for each deviation and clarification. 2. Failure to include a copy of the marked -up specification sections and or the detailed justifications for any requested deviation or clarification will result in submittal return without review until marked up specification and justification are resubmitted with the entire package. Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-3 1.5 QUALITY ASSURANCE: A. Provide in accordance with Section 01 43 00 and as specified herein. B. Provide enclosures for atmospheres specified and indicated. C. Contractor responsible for verifying outside diameter of pipe to be tapped. 1.6 DELIVERY, STORAGE AND HANDLING: A. Provide in accordance with Section 01 60 00 and as specified herein. B. Shipping: 1. Ship equipment, material and spare parts complete except where partial disassembly is required by transportation regulations or for protection of components. 2. Pack spare parts in containers bearing labels clearly designating contents and pieces of equipment for which intended. 3. The Contractor shall obtain spare parts from the manufacturer at the same time as pertaining equipment. The Contractor shall maintain possession of spare parts until Substantial Completion, at which time all spare parts shall be turned over to the Owner. C. Receiving: 1. Inspect and inventory items upon delivery to site. 2. Store and safeguard equipment, material and spare parts in accordance with manufacturers written instructions. PART 2 - PRODUCTS 2.1 ECCENTRIC PLUG VALVES: D. Manufacturers - 1 . anufacturers: 1. Mueller 2. DeZurik. 3. Or approved equal. E. Type: Non -lubricated, eccentric. Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-4 F. Body Working Pressure: 1. Cast Iron, ASTM A126 Class B or Ductile Iron, ASTM A536, Grade 64-45- 12. a. Valves 4 -in. through 12 -in: 175 psi. G. Ends: 1. Grooved: ANSI/AWWA C606 for ductile iron valves. 2. Flanged: ANSI B16.1 125 -Ib for cast iron valves. 3. Flanged: B16.5 150 -Ib for carbon steel and stainless steel valves. 4. Buried Valves: Mechanical joint. 1. Provide rectangular or circular except for pigging services. 2. Valves 20 -in and smaller: Not less than 80 percent of pipe area. F. Valve Seats: 1. Coat plug with seat material or hold by means of Type 316 stainless steel seat ring and attach to the valve with self-locking Type 316 stainless steel screws. a. Seat Material: (1) Neoprene or Buna-N synthetic rubber. 2. Provide valves with coated plugs with mating seats of 90 percent, minimum, pure nickel welded into the body of valves. 3. Provide valves with seats clamped to valve with mating seat of 90 percent, minimum, pure nickel welded to the valve body. G. Upper and Lower Plug Journal Bearings: 1. Removable, permanently lubricated stainless steel bushings for valves 20 -in and smaller. 2. Provide grit seals for upper and lower plug shafts for all valves. H. Stem Seals: Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-5 1. Adjustable multiple V -packing or multiple point contact rubber rings. 2. Replaceable without valve disassembly. 3. Provide valves with two sets of packing rated for vacuum service for all pump suction isolation service and for services where a vacuum is specified and indicated. Operators for Valves 4 -in and larger: 1. Manual Operators: a. Gear shall be operated with handwheels. Levers are not acceptable. b. Operators shall be mounted as shown on the plans. C. Provide gear operators rated for bi-directional shutoff at the valve working pressure rating as specified herein. d. Gear operators: Totally enclosed worm gear, traveling nut type is not acceptable. Provide permanently lubrication, watertight and dustproof, with adjustable open and closed stops and plug position indicator. e. Provide all work gears designed and certified to withstand input loads up to 300 -ft -lbs minimum at the stops without damage. f. Buried or submerged valves: Provide watertight gear operator with handwheel operated floorstand as indicated. Gear operator to be totally enclosed and gasketed with Type 316 stainless steel hardware. g. Chainwheels: Provide where required as specified herein. h. Where indicated provide Type 316 stainless steel stem extension to operating floor elevation as indicated and provide the bevel gear operator with a fabricated steel floorstand and handwheel. J. Shop Testing: 1. Provide all plug valves tested and certified bubble tight in both directions at the full rated working pressure as specified herein. K. Shop Painting: 1. Provide fusion bonded epoxy, 12 mils inside and out. Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-6 2. For valves installed in glass lined and ceramic epoxy lined piping systems, provide glass lined valves with epoxy paint coating as specified herein. 2.2 RUBBER FLAPPER CHECK VALVES: A. Manufacturers: 1. Mueller 2. DeZurik 3. APCO 4. Val -Matic 5. Or approved equal. B. Materials: 1. Body and Cover: Ductile Iron ASTM A536 Grade 65-42-12 2. Removable Body Seat: ASTM A276, Type 304 stainless steel 3. Rubber Flapper: Buna N 70 Durometer ASTM 2000 -BG encapsulating an ASTM A36 steel plate. 4. Hinge Pin: AISI 1018 5. Disc arm and external levers shall be ductile iron. C. Provide valves with a full pipe size flow area. D. Provide valves 4 -in and larger capable of passing a 3 inch sphere. E. Provide a threaded connection with bronze plug on cover and on the bottom of the valve F. Working Pressure: 1. 2 -in thru 24 -in: 250 psi G. Ends: Flanged ANSI B16.1, 150 -Ib H. Provide seating surface at a 45 degree angle such that the flapper travels a maximum of 35 degrees from full closed to full open position. Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-7 I. Provide valve with cover designed for removal of the valve internals without removing the valve from the pipeline. J. Lever and weight: Valve shall include a lever and weight assembly. The lever shall be equipped with three holes for adjusting the bolted weight assembly. When the valve is closed, the lever and weight shall be located 30 degrees below horizontal. Lever and weight shall be mounted on the side of the valve and in the direction as shown on the plans. K. Position Indicator: 1. Provide a mechanical indicator to provide disc position for valves 4 -in and larger. 2. Provide the indication with continuous contact with the disc L. Limit Switch: A pre -wired limit switch shall be provided to indicate open/closed position to a remote location. The mechanical type limit switch shall be activated by the external arm and rated for NEMA 4 and shall have U.L. rated 5 amp, 125 VAC contacts. 2.3 BALL VALVES — GENERAL SERVICE: A. Manufacturers: 1. Jamesbury 2. KF 3. Inline 4. Kitz 5. Or acceptable equivalent product. B. Valves'/2-in thru 4 -in 1. Materials: a. Body and End Cap: Three piece, ASTM A351 Grade CFBM. b. Body Seal: PTFE. C. Seat: RTFE. d. Ball: Type 316 stainless steel. Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-8 e. Stem: Type 316 stainless steel. 2. Pressure Rating: a. '/2 -in thru 2 -in: 1000 psi at 100 deg F 3. Ends: a. 2 -in and Smaller: Screwed or flanged. C. Actuators: 1. Manual: Provide lever operator 2.4 PAINTING: A. Coat internal and external ferrous surfaces of valve with NSF Certified Epoxy in accordance with ANSI/NSF Std. 61, and in conformance to AWWA D102 Inside System No. 1 for all valves not specified to have a fusion bonded epoxy coating. PART 3 - EXECUTION 3.1 GENERAL: A. Prior to installation, protect stored valves and appurtenances from damage due to exposure to sunlight, heat, dirt, debris, freezing and thawing, vandalism, etc. B. Clean all debris, dirt, gravel, etc, from inside of piping before placing valves in place. C. Erect and support valves in respective positions free from distortion and strain on appurtenances during handling and installation. Inspect material for defects in workmanship and material. Clean out debris and foreign material from valve openings and seats, test operating mechanisms to check functioning, and check nuts and bolts for tightness. Repair, valves and other equipment which do not operate easily or are otherwise defective at no additional cost to the Owner. D. Set plumb and support valves in conformance with instructions of manufacturer. Shim valves mounted on face of concrete vertically and grout in place. Install valves in control piping for access. E. Provide bolted split sleeve coupling or flexible type grooved coupling on downstream side of buried valves to assist in valve removal. Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-9 F. Where indicated provide Type 316 stainless steel stem extension to operating floor elevation as indicated and provide the bevel gear operator with a fabricated steel floorstand and handwheel. 3.2 GATE VALVES: A. Install gate valve stem as indicated or with stems between vertical and 45 degrees above the horizontal. Valves installed with stems below horizontal are not acceptable. 3.3 CHECK VALVES: A. Install swing check valves horizontally in pipelines. 3.4 PLUG VALVES: A. Install valves in horizontal piping with shaft horizontal such that in open position, plug is located in upper part of valve body. Orient valves so that in closed position, flow is against the face of the plug. 3.5 VALVE BOXES: A. Provide valve box for each buried valve and where indicated. B. Set box so top is flush with finished surface and so box does not bear on valve, or pipe. 3.6 TOUCH-UP FIELD PAINTING: A. Repair or replace damaged or defective coating areas. B. Remove damaged or defective coatings by sand -blast cleaning in accordance with SSPC-SP-6, Commercial Grade, immediately prior to priming. C. Before priming, provide surfaces dry and free of dust, oil, grease and other foreign material. D. Apply approved coating in accordance with valve manufacturer's printed recommendations. E. When small areas of coating need touch up, surface preparation may be done with suitable power needle gun to match specified blast cleaning. PART 4 — MEASUREMENT AND PAYMENT 4.1 MEASUREMENT Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-10 A. Measurement will not be made for the Work specified in this Section. CW%IIIIIIIIIIIIIIIIIIIIII0_\'1►TAIa10111 A. Payment for the Work specified in this Section will be made at the lump sum price for PROCESS VALVES AND APPURTENANCES. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 19-11 SUBMERSIBLE SOLIDS HANDLING PUMPS AND APPURTENANCES SECTION 22 13 29 PART 1 — GENERAL 1.1 SECTION INCLUDES A. Submersible centrifugal non -clog pumps and motor units with necessary lifting accessories. B. Access frame and hatch. 1.2 RELATED WORK A. Section 08 10 00: Access Hatches. B. Section 33 32 11: Wastewater Pumping Control System. 1.3 ACTION SUBMITTALS A. Certification of Coordination: 1. A certification shall be provided that the pumps will fit through the submitted access hatch clear opening; the new precast flat top slab has been structurally designed to allow for the periodic removal of the pumps; should the pumps not fit through the installed access hatch, a new hatch and flat top slab assembly will be re -designed, supplied, and installed at no additional cost to the Village of Mount Prospect. B. Product Data: 1. Manufacturer's literature, illustrations, specifications, engineering data, fabrication, assembly, installation and wiring diagrams. 2. Manufacturer's warranty. C. Shop Drawings: Show arrangement, dimensions, and materials including guide rails and accessories. D. Test and evaluation reports: 1. Characteristic performance curves for pumps, showing total dynamic head, efficiency, and brake horsepower plotted against capacity in gpm (Ipm) for conditions of head and capacity with required impeller. Village of Mount Prospect Huntington Lift Station Reconstruction 22 1329-1 2. Motor test data and shop test results. 3. Certified shop test curves. E. Submit copy of this Section with addenda and referenced sections with addenda, with each paragraph check -marked to indicate specification compliance or marked to indicate requested deviations and clarifications from specified requirements. 1. If deviations and clarifications from Specifications are indicated and requested by Contractor, provide detailed written justification for each deviation and clarification. 2. Failure to include copy of marked -up specification sections and or detailed justifications for requested deviation or clarification will result in rejection of submittal with no further review and consideration. 1.4 CLOSEOUT SUBMITTALS A. Operation and maintenance manuals: 1. Operation manuals: a. Detail step-by-step procedures required for system startup, operation, and shutdown. b. Include manufacturer's name, model number, parts list, and brief description of equipment and basic operating features. 2. Maintenance manuals: a. List routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides. b. Include piping and equipment layout and simplified wiring and control diagrams of system as installed. 3. Comply with requirements of Section 01 77 00. 1.5 QUALITY ASSURANCE A. Manufacturer's qualifications: 1. Pumps shall be product of single manufacturer. Village of Mount Prospect Huntington Lift Station Reconstruction 22 1329-2 2. Manufacturer shall have 5 years' experience producing substantially similar equipment and evidence of at least 5 installations in satisfactory operation for at least 5 years. B. Regulatory requirements: Comply with applicable provisions and recommendations of HI, NFPA 70 including Village of Mount Prospect amendments, IEEE, ANSI, NEMA except as otherwise shown or specified. 1.6 MAINTENANCE MATERIALS A. Spare parts: 1. 1 spare pump for Village storage. 2. Each pump shall be furnished with a manufacturers repair kit that shall include as a minimum, one set of mechanical seals for each pump. 3. Pack spare parts in sturdy containers with clear indelible identification markings. 4. Store in a dry, warm location until transferred to Owner at conclusion of Project. 5. Comply with requirements of Section 01 77 00. PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Model NP 3153 LT 3— 414 as manufactured by Xylem Flygt. B. Pumps shall be capable of handling unscreened sewage, wastewater, or storm water in accordance with the design conditions defined in this specification. 2.2 GENERAL REQUIREMENTS A. Furnish and install 2 submersible non -clog wastewater pump(s) and furnish 1 spare pump to the Village. B. Each pump shall be equipped with a twenty (20) HP submersible electric motor (maximum), connected for operation on a 240 volt, 3 phase, 60 hertz, three -wire service, with 65 feet of submersible cable (SUBCAB), suitable for pump applications. Village of Mount Prospect Huntington Lift Station Reconstruction 22 1329-3 C. The power cable shall be sized according to NEC and ICEA standards and have P-MSHA Approval. D. The pump shall be supplied with a mating cast iron six (6) inch discharge connection and be capable of delivering 1,555 GPM at 39' TDH. Shut off head shall be 10 feet (minimum). E. Each pump shall be fitted with lifting chain or stainless-steel cable of sufficient length to directly connect to a truck mounted hoist. The working load of the lifting system shall be 150% greater than the pump unit weight. 2.3 SYSTEM REQUIREMENTS A. Pumping units shall consist of submersible pumps and motors, guide rails, lifting chains, discharge elbow and mounting plate, anchor bolts, access frame and cover, electric cables, controls, and accessories for a complete, operable system suitable for installation in Class 1, Division 1 Group D conditions. B. Pumps shall be suitable for pumping municipal wastewater and shall be capable of passing 3" (75 mm) spheres without clogging. C. Pumps shall be suitable for continuous operation at flow conditions stated herein without excessive noise, vibration, heating, cavitation, or damage to pump. D. Head characteristics for pumps: 1. Each pump shall be capable of delivering the following performance points: Point U.S. GPM TDH 1 400 74 2 1555 39 3 2200 11 2. Continuously rising as flow is decreased. 3. Shutoff head shall be minimum of 1.2 times rated head. E. Size pumps to allow increase in rated pump head by as much as 10% by Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 29-4 replacement of impellers. F. Fit each pump with centered lifting loop and Type 316 stainless steel lifting chain of adequate strength to raise and lower pumping unit. Chain shall be of length required for installation depth shown on Drawings. G. Discharge connections shall be permanently installed in wet well with discharge piping. Pump shall automatically connect to discharge connection elbow when lowered into place and shall disengage easily and automatically without removal of fasteners or piping when pump is raised. H. Sealing of the pumping discharge connection shall be accomplished by a machined metal to metal watertight contact. Sealing of the discharge interface with a diaphragm, O-ring or profile gasket will not be acceptable. I. No portion of the pump shall bear directly on the sump floor. J. Attach sliding guide bracket to pump units which will slide between a minimum of 2 guide rails to properly position pump discharge on discharge connection elbow. K. Pump, appurtenances, and cable shall be capable of continuous submergence underwater to depth of 40' (12 m)* without loss of watertight integrity. L. Design pump motors to operate continuously at design conditions with 50% of motor unsubmerged without overheating. M. Pump shall be capable of handling solids, fibrous materials, heavy sludge and other matter found in wastewater. 2.4 PUMP DESIGN AND CONSTRUCTION A. Type: Submersible, nonclog, sewage handling, bottom suction, single vane impeller, integral discharge mating with discharge connection elbow, rail guided. B. Quantity: See Pump Schedule. C. Operating conditions: See Pump Schedule. D. MATERIALS AND CONSTRUCTION 1. Construct motor housing, pump casing, and major components of cast iron conforming to ASTM A48, Class 3513, with smooth surfaces devoid of blow holes or other irregularities. Village of Mount Prospect Huntington Lift Station Reconstruction 22 1329-5 2. Provide bolts, nuts, and washers of AISI Series 304 stainless steel. 3. All metal surfaces coming into contact with the pumpage, other than stainless steel or brass, shall be protected by a factory applied spray coating of acrylic dispersion zinc phosphate primer with a polyester resin paint finish on the exterior of the pump. 4. Sealing design shall incorporate metal -to -metal contact between machined surfaces. Critical mating surfaces where watertight sealing is required shall be machined and fitted with Nitrile or Viton rubber O -rings. Fittings will be the result of controlled compression of rubber O -rings in two planes and O-ring contact of four sides without the requirement of the specific torque limit. 5. Rectangular cross sectioned gaskets requiring specific torque limits to achieve compression shall not be considered as adequate or equal. No secondary sealing compounds, elliptical O -rings, grease or other devices shall be used. 6. Impeller: a. The impeller shall be cast of ASTM A-48, Class 35B gray iron, dynamically balances, semi -open, multi -vane, back -swept, non -clog design. The impeller vane leading edges shall be mechanically self -cleaned upon each rotation as they pass across a spiral groove located on the replaceable insert ring. b. The impeller shall have vanes hardened to Re 45 and shall be capable of handling solids, fibrous materials, heavy sludge and other matter found in waste water. The screw shape of the impeller inlet shall provide an inducing effect for the handling of sludge and rag -laden wastewater. The impeller shall be capable of momentarily moving axially upwards a distance of 15mm/0.6-in. to allow larger debris to pass through and immediately return to normal operating position. 7. Shaft: a. Pump and motor shaft shall be the same unit. The pump shaft is an extension of the motor shaft. Couplings shall not be acceptable. The shaft shall be stainless steel — ASTM A479 S43100 -T. 8. Bearings: a. The pump shaft shall rotate on two bearings. Motor bearings shall be permanently grease lubricated. The upper bearing shall be a single deep groove bal bearing. The lower bearing shall be a two row angular contact Village of Mount Prospect Huntington Lift Station Reconstruction 22 1329-6 bearing to compensate for axial thrust and radial forces. Single row lower bearings are not acceptable. 9. Cable Entry Seal: a. The cable entry seal design shall preclude specific torque requirements to insure a watertight and submersible seal. The cable entry shall consist of a single cylindrical elastomeric grommet, flanked by stainless steel washers, all having a close tolerance fit against the cable outside diameter and the entry inside diameter and compressed by the body containing a strain relief function, separate from the function of sealing the cable. The assembly shall provide eases of changing the cable when necessary using the same entry seal. The cable entry junction chamber and motor shall be separated by a stator lead sealing gland or terminal board, which shall isolate the interior from foreign material gaining access through the pump top. Epoxies, silicones, or other secondary sealing systems shall not be considered acceptable. 10. Mechanical Seal: a. Each pump shall be provided with a tandem mechanical shaft seal system consisting of two totally independent seal assemblies. The seals shall operate in a lubricant reservoir that hydro dynamically lubricates the lapped seal faces at a constant rate. The lower, primary seal unit, located between the pump and the lubricant chamber, shall contain one stationary on one positively driven rotating corrosion resistant, tungsten-caribde ring. The upper, secondary seal unit, located between the lubricant chamber and the motor housing, shall contain one stationary and one positively driven rotating corrosion resistant, tungsten -carbide seal ring. Each seal interface shall be held in contact by its own spring system. The seals shall require neither maintenance nor adjustment nor depend on direction of rotation for sealing. The position of both mechanical seals shall depend on the shaft. Mounting of the lower mechanical seal on the impeller hub will not be acceptable. For unique applications, other seal face materials shall be available. b. The following seal types shall not be considered acceptable or equal to the dual independent seal specified: shaft seals without positively driven rotating members, or conventional double mechanical seals containing either a common single or double spring acting between the upper and lower seal faces. No system requiring a pressure differential to offset pressure and to affect sealing shall be used. c. Each pump shall be provided with a lubricant chamber for the shaft sealing system. The lubricant chamber shall be designed to prevent overfilling and Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 29-7 to provide lubricant expansion capacity. The drain and inspection plug, with positive anti -leak seal shall be easily accessible from the outside. The seal system shall not rely upon the pumped media for lubrication. The motor shall be able to operate non -submerged without damage while pumping under load. d. Seal lubricant shall be non-toxic and FDA Approved. 1110NLTA reyes a. The pump motor shall be a NEMA B design, induction type with a squirrel cage rotor, shell type design, housed in an air filled, watertight chamber. The stator windings shall be insulated with moisture resistant Class H insulation rated for 180°C (3561F). The stator shall be insulated by the trickle impregnation method using Class H monomer -free polyester -free resin resulting in a winding fill factor of at least 95%. The motor shall be inverter duty rated in accordance with NEMA MG1, Part 31. The stator shall be heat -shrink fitted into the cast iron stator housing. The used of multiple step dip and bake -type stator insulation process is not acceptable. The use of bolts, pins or other fastening devices requiring penetration of the stator housing is not acceptable. The motor shall be designed for continuous duty handling pumped media of 40°C (104°F) and capable of no less than 15 evenly spaced starts per hour. The rotor bars and short circuit rings shall be made of cast aluminum. Thermal switches set to open at 125°C (260°F) shall be embedded in the stator end coils to monitor the temperature of each phase winding. These thermal switches shall be used in conjunction with and supplemental to external motor overload protection and shall be connected to the control panel. The junction chamber containing the terminal board, shall be hermetically sealed from the motor by an elastomeric compression seal. Connection between the cable conductors and stator leads shall be made with threaded compression type bindings posts permanently affixed to a terminal board. The motor and the pump shall be produced by the same manufacturer. b. The combined service factor (combined effect of voltage, frequency and specific gravity) shall be a minimum of 1.15. The motor shall have a voltage tolerance of plus or minus 10%. The motor shall be designed for operation of up to 40°C (104°F) ambient and with a temperature rise not to exceed 80°C. A performance chart shall be provided upon request showing curves for torque, current, power factor, input/output kW and efficiency. This chart shall also include data on starting and no-load characteristics. c. The power cable shall be sized according to the NEC and ICEA standards and shall be of sufficient length to reach the junction box without the need of any splices. The outer jacket of the cable shall be oil resistant Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 29-8 chlorinated polyethylene rubber. The motor and cable shall be capable of continuous submergence underwater without loss of watertight integrity to a depth of 65 feet or greater. d. The motor horsepower shall be adequate so that the pump is non - overloading throughout the entire pump performance curve from shut-off through run -out. 12. Motor Cooling System: a. Motors are sufficiently convection -cooled by the surrounding environment or pumped media. 13. Volute/ Suction Cover: a. The pump volute shall be a single piece gray cast iron, ASTM A-48, Class 35B, non -concentric design with smooth passages of sufficient size to pass any solids that may enter the impeller. Minimum inlet and discharge size shall be as specified. b. The volute shall have a replaceable suction cover insert ring in which are cast spiral -shaped, sharp -edged groove(s). The spiral groove(s) shall provide trash release pathways and sharp edge(s) across which each impeller vane leading edge shall cross during rotation so to remain unobstructed. The insert ring shall have a guide pin integral to the casting and shall be cast of STM A-48, Class 35B gray iron and provide effective sealing between the multi -vane sem-open impeller and the volute housing. 14. Motor Protection: a. All stators shall incorporate thermal switches in series to monitor the temperature of each phase winding. The thermal switches shall open at 125°C (2601F), stop the motor and activate an alarm. b. A leakage sensor shall be available to detect water in the stator chamber. The Float Leakage Sensor (FLS) is a small float switch used to detect the presence of water in the stator chamber. When activated, the FLS will stop the motor and send an alarm both local and/or remote. USE OF VOLTAGE SENSITIVE SOLID STATE SENSORS AND TRIP TEMPERATUR ABOVE 125°C (260°F) SHALL NOT BE ALLOWED. c. The thermal switches and FLS shall be connected to a Mini CAS (Control and Status) monitoring unit. The Mini CAS monitoring unit shall be designed to be mounted in any control panel. Village of Mount Prospect Huntington Lift Station Reconstruction 22 1329-9 2.5 ACCESS FRAME AND HATCH A. Provide double leaf corrosion resistant access frame and hatch for pumps per Section 08 10 10. 2.6 PRECAST CONCRETE FLAT TOP SLAB A. Pump installation shall be coordinated with the manufacture of the new wet well top slab as specified in Section 03 00 00. 2.7 GUIDE RAILS AND BRACKETS A. Guide rails: Minimum Schedule 40, Type 316 stainless steel pipe of sufficient size to remain rigid and unbending under intended loading conditions. B. Guide bars shall not support any portion of weight of pump. C. Secure lower end of guide bars to discharge connection. Secure upper ends to frame of access cover. D. Provide intermediate guide bar spacer supports when clear span distances between supports will exceed 12'(3.6 m). E. Sliding guide brackets: Cast iron or fabricated steel, galvanized after fabrication. 2.8 CONTROLS A. System controls shall conform to Section 33 09 30 — Wastewater Pumping Control System 2.9 SHOP FINISHING A. Sandblast submerged ferrous surfaces to SSPC SP10 finish and give one shop coat of Tnemec "46H- 413 Hi -Build Tnemec-Tar," or equal coal tar epoxy, 8 mdit. B. Coat machine finished surfaces with suitable corrosion preventative compound. 2.10 IDENTIFICATION A. Permanently attach stainless steel nameplate to pump. Nameplate shall contain following information: 1. Equipment number (see Drawings). Village of Mount Prospect Huntington Lift Station Reconstruction 22 1329-10 2. Serial number of pump. 3. Capacity in gpm. 4. Pumping head in feet. 5. Speed, rpm. 6. Manufacturer's name. 7. Size and type of pump. 8. Motor horsepower. 9. Design pressure and temperature. B. Each pump shall be provided with a cast -in or permanently attached direction -of - rotation arrow. 2.11 SPARE PARTS A. Contractor shall supply one (1) spare pump of the approved make and model and deliver it to Village Public Works, or other designated location determined at the Pre -Construction Meeting. B. Each pump shall be furnished with a manufacturers repair kit that shall include as a minimum, one set of mechanical seals for each pump. C. Pack spare parts in sturdy containers with clear indelible identification markings. D. Store in a dry, warm location until transferred to Owner at conclusion of Project. 2.12 SOURCE QUALITY CONTROL A. Hydraulic performance shop test: 1. Submersible pumps shall be factory -tested at pump manufacturer's plant. Tests shall be in accordance with Test Code of Hydraulic Institute Standards. 2. Test curves shall cover full range of operation from shutoff to maximum capacity, and have capacity plotted as abscissas, and operating head, brake horsepower, net positive suction head required (NPSHrq) and efficiency plotted as ordinates. Each test shall be witnessed by a registered Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 29-11 professional engineer, who may be an employee of manufacturer. Registered engineer will sign and seal all copies of pump curves and shall certify that hydrostatic tests were performed. 3. Test points: a. Shut off. b. Maximum run out. c. Design operating condition. d. Two additional points, 1 on each side of design operating condition. 4. Test tolerances: a. Pumps shall be within 1 or other of following tolerance - 1 ) olerance: 1) At rated head: +10% of rated capacity. 2) At rated capacity: +5% of rated head. b. No minus tolerance or margin shall be allowed with respect to capacity or total head at rated or specified condition. c. Pump manufacturer shall provide shop space, tools, equipment, instruments, personnel, and all else required for satisfactory completion of tests. Payment for tests shall be included in Contract amount. d. Certified test curves shall be submitted and reviewed prior to pumps being released for shipment. B. Pump tests: 1. Pump manufacturer shall perform following inspections and tests on pumps prior to shipment: a. Inspect for conformance to Contract Documents with respect to correct model number, motor rating, and electrical connections. b. Test motor and seal housing chambers for moisture content or insulation defects. c. Prior to submergence, allow pump to run dry to establish correct rotation and mechanical integrity. Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 29-12 d. Discharge piping attached to pump shall operate submerged under a minimum of 6'(1.8 m) of water for a minimum of 30 minutes. e. After operational test, motor and cable shall be tested again for moisture content or insulation defects. PART 3 — EXECUTION 3.1 INSTALLATION A. Install in accordance with manufacturer's recommendations. B. Install access frame and cover in wet well concrete cover. 3.2 MANUFACTURER'S FIELD SERVICES A. Provide qualified service representative to perform functions described in Section 01 4300. B. Test removal and replacement of pumps to prove the pumps and guiderail systems are properly installed and aligned. C. After installation of pumping equipment, and after inspection, operation, testing and adjustment have been completed by manufacturer's field service technician, conduct running test for each pump in presence of the Engineer to determine its ability to deliver its rated capacity under specified conditions. 1. Field testing will not be conducted without an approved procedure and calibration certificates for all testing equipment, gauges and flow meters. 2. During tests, observe and record head, capacity and motor inputs. 3. Immediately correct or replace all defects or defective equipment revealed by or noted during tests at no additional cost to the Owner. 4. Repeat tests until specified results are obtained. 5. Contractor to provide all labor, piping, equipment, portable flow meters, calibrated gauges or calibrated test gauges, and materials for conducting tests. Tests will not be acceptable if equipment calibration is not within 60 days of the field testing. D. Calibrate transmitters and receivers to imposed input values representing 0 percent, 50 percent, 80 percent and 100 percent of full scale. Calibrate all Village of Mount Prospect Huntington Lift Station Reconstruction 22 1329-13 process sensing variables and control signals using test equipment, (such as manometers for process pressure sensing and digital voltmeters for electronic control signals) which is at least five times more accurate than instrument to be calibrated. E. Adjust secondary functions such as alarm actuations during initial calibration, and demonstrated after system is placed in service. F. Conduct process calibration on all measuring systems. Document for records and submit to Engineer. 3.3 PUMP SCHEDULE Service Huntington Lift Station: municipal wastewater, continuous duty Type Submersible Non -Clog No. Re 'd 2 + 1 Spare Rated Operating Capacity 1555 GPM @ 39 TDH TDH Full Load Synchronous Motor 1755 RPM S eed Maximum Min. Hydraulic Efficiency at 75% Max. Pump Speed Motor HP 1 20 3.1 END OF WARRANTY INSPECTION A. Inspection 1. Perform on Equipment unit by manufacturer's representative. 2. Perform within 60 days prior to date of warranty expiration. 3. Ascertain or appraise the following: a. Status of Equipment and installation after normal usage. b. Adherence to manufacturer's recommended maintenance and operation of Equipment. 4. Include the following: a. Alignment checks. B. Make adjustments necessary to restore Equipment within original tolerances. Village of Mount Prospect Huntington Lift Station Reconstruction 22 13 29-14 C. Submit a written letter report to Owner (with copy to Engineer) covering the inspection items and including recommendations where applicable. PART 4 — MEASUREMENT AND PAYMENT 4.1 MEASUREMENT A. Measurement will not be made for the Work specified in this Section. 4.2 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum price for SUBMERSIBLE SOLIDS HANDLING PUMPS AND APPURTENANCES. 1. Includes all work in this specification as well as the spring assist access hatches specified in Section 08 10 00. B. Related Pay Items, specified and paid for elsewhere include: 1. WET WELL TOP SLAB, as specified for payment in Section 03 00 00. 2. PROCESS PIPING AND APPURTENANCES, as specified for payment in Section 22 10 00. 3. PROCESS VALVES AND APPURTENANCES, as specified for payment in Section 22 13 19. 4. ELECTRIC WIRES AND CABLES, as specified for payment in Section 26 05 16 5. GROUNDING, as specified for payment in Section 26 05 26. 6. ELECTRICAL CONDUIT, as specified for payment in Section 26 05 33. 7. ELECTRIC SERVICE AND DISTRIBUTION, as specified for payment in Section 26 20 00. 8. DUCTILE IRON FORCE MAIN, 10 -INCH, as specified for payment in Section 33 05 19. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 22 1329-15 VALVE VAULT SUMP PUMP SYSTEM SECTION 15446 PART 1 — GENERAL 1.01 SUMMARY A. Furnish and install two (2) dry submersible sump pumps. B. Work includes: Pumps, motors, discharge piping to outfall, and piping / electrical appurtenances as required. 1.02 RELATED WORK: A. Section 01 33 00: Submittals B. Section 26 05 00: Electrical Work — General C. Section 26 05 33: Electrical Conduit D. Section 26 05 16: Electrical Wires and Cables 1.03 SUBMITTALS A. Provide submittals in accordance with Section 01 33 00. B. Submittals to include pump technical information, materials of construction, head curves, solids handling capabilities, motor data, and data on proposed accessory equipment as specified herein. Submittals also to include operation and maintenance manuals as specified in Division 1. C. Additional submittals shall include discharge PVC piping, check valve, ball valves, couplings, fittings and other discharge accessories. PART 2 - PRODUCTS 2.01 PUMPS A. Each sump pump shall be of cast iron construction with anti -clog vortex impeller capable of passing 1/2 inch solids, 1/3 horsepower motor for 115 V, single phase, 60 HZ service with a 20 foot long power cord and piggyback mounted diaphragm pressure switch. B. Model shall be SD33A as manufactured by Hydromatic or approved equal. 2.02 DISCHARGE PIPING AND ACCESSORIES Village of Mount Prospect Huntington Lift Station Reconstruction 22 14 29-1 A. Discharge piping shall be 1-1/2 inch PVC SDR 26 with fusion welded joints. B. Fittings, check valves, ball valves, couplings, and other discharge piping accessories shall be provided by a single supplier. PART 3 - EXECUTION 3.01 INSTALLATION A. Install pump units in accordance with the manufacturer's recommendations and approved shop drawings. 1. Clean before pump installation. 2. Complete all piping and wiring, make adjustments to equipment to provide complete operating system. 3. Within two feet of the pump discharge, provide and install a flexible connection to reduce transfer of vibration to the piping, one 1-1/2 inch PVC check valve, and one 1-1/2 inch PVC ball valve. 4. Confirm that the sump pump will operate within the manufacturer's recommended operating range without closing the ball valve more than 25% and provide additional vertical piping if needed to meet this requirement. 5. Piping shall extend and discharge to the manhole upstream and adjacent to the lift station wet well. 6. Discharge piping from the two sump pumps shall not combine, but shall discharge independently into the discharge manhole. 7. Outfall into the discharge manhole shall include a turn down 900 bend fitting followed by 2 -feet of pvc piping. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum price for VALVE VAULT SUMP PUMP SYSTEM. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 22 14 29-2 ELECTRICAL WORK - GENERAL SECTION 26 05 00 PART 1 — GENERAL 1.01 SCOPE A. Provide complete and operational power systems, grounding systems and other specified systems, including the installation and wiring of miscellaneous equipment and devices. Perform all work and testing as indicated and specified. 1. Provide conduit, wiring and connections for power, control, instrumentation and alarms for equipment furnished by others unless otherwise specified and indicated. 2. Provide temporary electrical service, power to temporary pumps as required, and circuits, overcurrent devices, conduit and wiring, and other equipment required during construction and change -over from existing to proposed electric system. Perform work at the convenience of the Owner. 3. Raceways supports and equipment anchoring shall be provided as specified in the Division 16 sections which form a part of the Contract Documents. 4. Electrically powered equipment and devices provided under other divisions and sections of the specifications. B. Earth and rock excavation, backfill, concrete masonry, concrete reinforcement, and construction joints required for Electrical work shall be provided under other Divisions of Work specified under this contract. 1.02 RELATED WORK: A. Division 1: General Requirements B. Division 3: Concrete C. Division 22: Plumbing D. Division 31: Site Work E. Division 33: Utilities F. Disconnecting, removing, and relocating existing electrical equipment is a part of this Contract and is specified under Section 02 41 00. 1.03 SUBMITTALS: Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-1 A. Submit the following in accordance with Section 01 33 00 - Submittals: 1. Shop Drawings and Data: Include manufacturer's drawings, bills of material, panel and equipment layouts, catalog data, schematics diagrams, interconnection diagrams, wiring diagrams and other documentary or descriptive information as required for each assembly submitted in one package insofar as possible. i. Bills of material: Include a numbered list of all components, with manufacturer's name, catalog number, rating, and other identification. Place item number or similar identification on all other drawings where item appears. ii. Where additions and modifications are made to existing equipment, provide drawings which include both retained existing equipment and new work. iii. For informational purposes only, submit equipment installation instructions in separate submittals from other shop drawings. iv. Shop drawings and data are required for the following list: 1. Circuit Breakers 2. Conduit and Fittings 3. Wire and Cable 4. Wiring Devices 5. Generator Male Receptacle 6. Explosion proof pull / terminal Box 7. Handholes, and Associated Equipment and Devices 8. Grounding Equipment and Devices 9. Control Stations 10. Enclosures 11. Control Panels Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-2 12. Field Acceptance Test Reports 13. Record Drawings v. Mark shop drawings and data submitted to indicate items applicable to this specific contract. vi. Include one -line diagrams, schematic diagrams, wiring diagrams, control sequence diagrams, relay diagrams, and metering. Submit only completed drawings showing all local and remote devices associated with each item. Submit one complete package of shop drawings. Partial submittals will be returned without action. vii. Install permanent nameplates on all devices or pieces of equipment such as starters, relays, contactors, pushbuttons, indicating lights, switches, RTU enclosure, control panel, pull/terminal boxes, and generator receptacle. Ensure position of nameplates readable after equipment installation. viii. Submit arc flash calculation for the lift station and provide plastic coated label on control panel with the results of the study. 1.04 QUALITY ASSURANCE: A. Provide in accordance with Section 01 43 00 and as specified. B. Install electrical work in conformance with latest rules and requirements of National Fire Protection Association Standard No. 70 (National Electrical Code), the Village of Mount Prospect, IL, and Commonwealth Edison. 1.05 INTERFERENCE AND ERRONEOUS LOCATIONS: A. Locations of electrical equipment, devices, outlets, and similar items, as indicated, are approximate only. Exact locations shall be determined during construction. B. Verify in field, all data and final locations of work installed under other sections of specifications, required for placing of electrical work. C. In case of interference with other work or erroneous locations with respect to equipment or structures, furnish all labor and materials to complete the work. 1.06 APPROVAL AND MARKING EQUIPMENT: A. Insure that devices and materials are listed and/or labeled by Underwriters Laboratories, Inc., wherever standards have been established by that agency. Where Underwriters Laboratories listing is not available for equipment, submit Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-3 certified test reports of Nationally Recognized Testing Laboratory, approved by the local inspecting authority, indicating that equipment is in conformance with local code requirements or any other applicable requirements. Tests and inspections for approval of equipment shall be performed at no additional cost to Owner. B. Clearly mark equipment, devices and material with name or trademark of manufacturer and rating in volts and amperes and other pertinent information on a nameplate. 1.07 ELECTRIC SERVICE: A. The existing electrical power system for the Huntington Lift Station is 120/240V 3- phase, 200 amps. 1.08 EQUIPMENT SPECIFIED ELSEWHERE: A. Certain items of control equipment and other equipment are indicated on electrical drawings for connection, but are specified in other sections pertaining to plumbing, mechanical process, instrumentation, etc. Such items are not furnished as part of electrical work. 1.09 ALTERATIONS: A. All modifications or alteration to existing electrical facilities required shall be made to successfully install and integrate the new electrical equipment as shown. All modifications to existing manholes, equipment, panels or cabinets shall be made in a professional manner with all coatings repaired to match existing. B. Provide temporary wiring as needed for equipment intended to operate during alterations. C. Where existing equipment including required to be relocated, disconnect directed, and reestablish circuits. 1.10 ELECTRICAL SHUTDOWN: wiring is in the way of new Work and is electrical circuits, relocate equipment as A. When an electrical shutdown is necessary, notify the Owner stating when shutdown is wanted, work planned during shutdown, and estimated shutdown time. B. Plan work to minimize shutdown. Before starting, have equipment to be used unpacked, checked for damage, and checked dimensionally to ensure proper fit. 1.11 INCOMING SERVICE: A. Contact the following organization for coordinating electric service requirements: Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-4 Com Ed New Business Engineering 1 N423 Swift Road Lombard, IL 60148 Finney Thomas: (630) 424-5211 B. The organization identified above will furnish: 1. Meter C. The Contractor shall provide the following in accordance with the contract documents: 1. Conduit for service conductor in accordance with plan details. 2. ComEd approved meter socket. 3. Service cables of sufficient length for termination at the transformer. i. MCP meter socket to Power Company point of service. D. Charges and fees by Power Company for providing the permanent electrical service is a contingency item paid by Owner and is included in the contract as an allowance. A second meter shall be established on the existing account to allow the new station equipment to be energized prior to removal of the existing service. The Owner shall pay energy charges for both services. All other charges and fees including but not limited to temporary service will be at no additional cost to the Owner. 1. Perform all work in accordance with power company's requirements and in manner approved by Power Company. 2. Notify Power Company, in writing, within two weeks after the contract award date concerning incoming service requirements. E. The final, complete installation shall comply with all state and local statutory requirements having jurisdiction. The Contractor shall arrange for all necessary permits, pay all fees and arrange for all required inspections by local authorities. All work shall comply with the requirements of the National Electrical Code, all state codes and the codes and ordinances of the city or town in which the work is to be done. PART 2 — PRODUCTS 2.01 MATERIALS Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-5 A. Standard Products The equipment furnished shall be standard products in production by reputable companies regularly engaged in the manufacture of high-quality equipment of the type specified. Similar equipment shall have been in satisfactory and successful operation for a period of at least two years. All parts of the specified equipment shall be so designed as to be especially adapted for the service required and shall be proportioned, enclosed, or guarded as to have ample and liberal strength and stability to withstand, without damage, the stresses to which they may be subjected during erection or operation. The component parts of duplicate items shall be fabricated on a principle of interchangeability to facilitate ready replacement. B. Materials All material incorporated in the equipment shall be new and of first-class quality, free from injurious defects and imperfections, and of the classifications and grades designated. Materials not specifically designated herein shall be subject to the review of the Owner's Representative and shall be suitable for the purpose intended. C. Identification Symbols and Nomenclature Identification symbols and nomenclature where used throughout these Specifications are the same as those shown on the Drawings. Paragraphs of the Specifications describing the requirements of a single item of equipment shall apply equally to all identical items of equipment to be furnished. D. Power Company: Secondary metering equipment furnished by power company as follows: 1. Meter (furnished by Power Company) E. Electrical Contractor: Secondary metering equipment installed by Electrical contractor as follows: 1. Meter Enclosure (furnished by Electrical Contractor from Power Company approved metering equipment enclosure list.) 2.02 RATINGS A. The sizes, ratings, capacities, and performance characteristics of various specified items of equipment and devices are based on currently available standard products, which are available through United States manufacturers. In no case shall the size, rating, capacity or performance characteristic be less than that specified unless approved in writing by the Owner's Representative. Ratings and Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-6 performance characteristics, where applicable, of various devices and items of equipment are specified in respective Sections of these Specifications. All electrical equipment shall be UL rated. 2.03 DETAILS OF CONSTRUCTION A. Electrical work shall meet requirements of these Specification, product manufacturer's instructions, recommended tolerances and recommended procedures, and as indicated by final reviewed submittals for the Work. B. Materials shall be of size and thickness indicated. If not indicated, size and thickness shall be selected to provide strength and durability in finished Work for intended application. Work to dimensions indicated, using proven fabrication details. C. Product finishes, surfaces and edges shall be smooth and free of marks, burrs, seams, roughness and like defects or conditions. D. Other electrical -mechanical product construction details shall be in accordance with the best engineering practices, applicable code requirements and as specified in other Sections of these Specifications. PART 3 — EXECUTION 3.01 GENERAL A. The Contract Drawings indicate the general details necessary for the complete electrical installation. It shall be the Contractor's responsibility to install all electrical work in a neat and workmanlike manner. The Contractor shall cooperate with others to permit the installation of all of the Work without interferences. If changes become necessary to avoid interference between the Work installed under various Sections, the Contractor shall submit to the Owner's Representative, for review, the proposed changes and upon review by the Owner's Representative, proceed with the installation of such changes without additional cost to the Owners. B. The Contractor shall maintain at the site a set of black -line prints on which shall be accurately shown the actual installation of all Work done under Division 16 and any variation from the Contract Drawings as reviewed by the Owner's Representative including changes in sizes, locations, and dimensions shall be indicated thereon. At the conclusion of the Work, the Contractor shall furnish record drawings in accordance with the General Conditions and as specified herein. 3.02 FACTORY TEST AND INSPECTION A. All equipment shall be shop -assembled and tested in the manufacturer's shop in accordance with recognized standard practices. Factory tests and inspections shall Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-7 be conducted to verify that the equipment is operating satisfactorily and in compliance with the Specifications. 3.03 INSTALLATION AND TESTING A. General: Examine the areas and conditions under which electrical work is to be installed or performed and remedy any conditions detrimental to the proper and timely completion of the Work. Do not proceed with the Work until unsatisfactory conditions have been corrected. B. Existing Facilities: Verify existence, location, and operation of existing electrical facilities to be abandoned, removed, altered, modified and/or temporarily relocated to allow activities during construction of the Work. C. Install electrical work. Meet requirements of these Specifications, product manufacturer's instructions, recommended tolerances, and recommended procedures and as indicated by final reviewed submittals for the Work. D. Trenching and Backfilling. Unless otherwise specified, trenching and backfilling for conduit, cable, etc. shall be in accordance with IDOT Standard Specifications. E. Tests: Comply with the requirements specified in other Sections of these Specifications. 3.04 METERING EQUIPMENT: A. Install metering equipment as follows: 1. Ensure that metering equipment installation shall be in accordance with requirements of Power Company by submitting drawings, sketches, catalog information and other appropriate material for power company approval. 3.05 REMOVAL AND RELOCATION OF MATERIAL AND EQUIPMENT: A. Carefully dismantle and salvage electrical equipment, switches, fixtures, conduits, cables, wiring, boxes, as necessary to carry out proposed changes. 1. The Owner shall mark any additional equipment that is to be delivered to the Village. B. Remove from site and dispose of material and equipment not indicated for reuse. 3.06 WORK AT EXISTING RELIEF STATION SITE: A. Each bidder or his authorized representative shall, before preparing his proposal, visit all areas in which work under this bid is to be performed and inspect carefully Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-8 the present installation. The submission of the proposal by this bidder shall be considered evidence that he or his representative has visited the site and noted the location and conditions under which the work will be performed and that he takes full responsibility for a complete knowledge of all factors governing his work. B. In the area of the work, disconnect and carefully remove the existing electrical equipment and devices so noted. With the exception of items indicated as having to be re -used, items specifically noted by the Owner before start of work shall be turned over to the Owner. If not required by the Owner, remove them from the premises and site. All existing electrical equipment and devices indicated as not removed or abandoned are to be maintained in operation and any circuits disturbed by the construction shall be restored. C. Maintain existing electrical services and systems to the lift station throughout the project and all "down-time" shall be scheduled at least two weeks in advance with the permission of the Engineer and such scheduling shall be rigidly adhered to. 3.07 DEMOLITION: A. Survey the existing electrical systems and equipment identified for removal with representative from the other trades prior to performing any demolition work. Identify all conduit and equipment to be removed with tags or paint. The Owner will indicate any equipment to be removed and given to the Owner. B. Where a piece of equipment is to be removed all associated ancillary components (e.g. solenoid valves, pressure switches, etc) and associated wiring and conduit shall also be removed. C. Equipment, building or structures scheduled for complete demolition shall be made safe from electrical shock hazard prior to demolition. Disconnect all electrical power, communications, alarm and signal system. D. Equipment scheduled to be turned over to the Owner shall be carefully disconnected, removed and delivered to the Owner where indicated. Provide labor, hoisting and transportation of the equipment. All other miscellaneous electrical materials, devices, etc., associated with the equipment being turned over shall be demolished and removed from the site. E. Unless otherwise specifically noted, remove unused exposed conduit and support systems back to point of concealment. Remove unused wiring back to source (or nearest point of usage). F. Disconnect and remove abandoned panelboards, disconnect switches, control stations, distribution equipment, etc. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-9 G. Disconnect and remove abandoned luminaries. Remove brackets, stems, hangers and other accessories. H. Repair adjacent construction and finishes damaged during demolition and extension work. Coordinate electrical power outages to the electrical systems and equipment with the Owner. Where duration of proposed outage cannot be allowed by the Owner, phase the retrofit work to allow the system or equipment to be re -connected to the electrical power system within the time frame allowed by the Owner or provide temporary power connections as required to maintain service to the systems or equipment. The temporary power can be from a generator or another part of the facility not affected by the outage provided there is sufficient spare capacity. J. Continuous service is required on all circuits and outlets affected by these changes, except where the Owner will permit an outage for a specific time. Obtain Owner's consent before removing any circuit from continuous service. K. The electrical and process equipment to be removed or relocated under this contract has been identified on the Drawings. Survey the affected equipment and relief station areas before submitting bid proposal. L. Trace out existing wiring that is to be relocated, or removed and perform the relocation or removal work as required for a complete operating and safe system. M. All equipment, materials, controls, motor starters, branch and feeder breakers, panelboards, transformers, wiring, raceways, etc. furnished and installed to temporarily bypass the lift stations shall be removed when the permanent installation is fully operational. 3.08 PROTECTION OF ELECTRICAL EQUIPMENT: A. Protect electrical equipment from the weather, especially from water dripping or splashing upon it, at all times during shipment, storage, and construction. Do not store equipment outdoors. Where equipment is installed or stored in moist areas, or unheated buildings, provide acceptable means to prevent moisture damage. Provide uniformly distributed source of heat in electrical equipment to prevent condensation and damage to electrical insulation systems. 3.09 DEFECTIVE OR DAMAGED EQUIPMENT: A. Do not install equipment or material that was subjected to possible water damage. 3.10 EQUIPMENT ENCLOSURE: Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-10 A. The equipment enclosure classification of the relief station areas are NEMA 4X, Type 316 stainless steel. Provide all equipment, devices and material meeting the requirements of this schedule unless otherwise noted or specified. 3.11 DRAWINGS AND SPECIFICATIONS: A. Drawings and specifications are typical of work to be done and of the arrangement desired. Provide accessories and appurtenances which the Engineer deems functionally necessary for a complete installation, whether or not explicitly indicated or described. 1. A set of red -lined "as -built" electrical drawings shall be carefully maintained at the job site. Actual condition are to be put on the Drawings in red on a daily basis so the drawings will continuously show location and routing of conduits, pull boxes, circuit numbers, and other information as required. 2. At the completion of the project, provide two sets of drawings that are marked to show the as -installed equipment, devices, duct locations and wiring. These sets are to be provided to the Owner. The markings on the drawings are to be neat, clean and legible. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 00-11 ELECTRICAL WIRES AND CABLES SECTION 26 05 16 PART 1 — GENERAL 1.01 SCOPE A. Provide wires and cables for complete electrical systems as indicated and specified. 1.02 RELATED WORK: A. Section 26 05 00: Electrical Work — General 1.03 REFERENCES: A. American Society for Testing and Materials (ASTM): 133: Soft or Annealed Copper Wire. 138: Concentric -Lay -Stranded Copper Conductors, Hard, Medium -Hard, or Soft. 1333: Tinned Soft or Annealed Copper Wire for Electrical Purposes. B. National Fire Protection Association (NFPA): NFPA-70: National Electrical Code (NEC). C. Underwriters Laboratories, Inc. (UL): U.L. 44: Thermoset -Insulated Wires and Cables U.L. 83: Thermoplastic -Insulated Wires and Cables U.L. 854: Service Entrance Cables D. D. Insulated Cables Engineers Association, Inc. (ICEA)/National Electrical Mfg's Association (NEMA): ICEA S-61-4021/WC 5: Thermoplastic Insulated Wire & Cable. ICEA S-66-524/NEMA WC7; Cross -Linked -Thermosetting -Polyethylene Insulated Wire and Cable ICEA S-68-516/WC 8: Ethylene -Propylene -Rubber -Insulated Wire & Cable. Village of Mount Prospect Huntington Lift Relief Station Reconstruction 2605 16-1 1.04 SUBMITTALS: A. Submit the following in accordance with Section 01 33 00 - Submittals: Submit shop drawings and manufacturer's product data in accordance with the requirements of Section 26 05 00. PART 2 - PRODUCTS 2.01 MANUFACTURERS: A. A. 600V Cable: Okonite Company. Southwire Company, LLC. USA Wire & Cable, Inc. Or acceptable equivalent product. B. Control and Metering Wire: Belden Wire and Cable Alpha Wire 2.02 MATERIALS AND COMPONENTS: A. A. Furnish copper conductors. Material and stranding of conductors to conform to ASTM B3, ASTM B33, and to ASTM B8, for the appropriate class. B. All wire shall be brought to the job in unbroken packages and shall bear the date of manufacturing not older than 12 months. C. Wires and Cables for Maximum 600 -Volt Power Circuits: For #8 and smaller provide type XHHW-2. Where used in lighting or receptacle branch circuits provide No. 12 and No. 10. Provide wire with Class C stranding. Provide No. 6 AWG and larger as XHHW-2 with Class B stranding. Provide wires and cable conforming to UL 83. D. Shielded Cable for Instrumentation Wiring: 7 —strand copper conductors, size No. 16 AWG. Insulate conductors individually with color coded polyethylene or polyvinylchloride. Twist pairs with varying lay (if more than one pair) and cover with cable tape and copper or aluminum coated Mylar shielding tape and tinned copper drain wire. Jacket: polyvinylchloride. Cables: rated 600 volts and 90 degrees C, and listed for installation in wet location. Village of Mount Prospect Huntington Lift Relief Station Reconstruction 2605 16-2 PART 3 - EXECUTION 3.01 GENERAL: A. Perform work in accordance with the National Electrical Code. B. Provide power cable identification as follows: System Voltage Neutral Phase A Phase B Phase C 208/120V White Black Red Blue 240/120V White- Black- Red- None Gray Stripe Blue Stripe Blue Stripe 120/240V White Black Orange Red 3 phase Gray Stripe Blue Stripe Blue Stripe 480/277V Gray Brown Orange Yellow C. Use green to identify insulated ground conductors. NOTE: Colored insulation, tapes or sleeves may be used to provide color coding. Insulated ground conductors must have green covering. D. Permanently identify each grounded and ungrounded conductor for each nominal voltage system at each Pump Control Panel. For 120/240V 3 phase system, the high leg to ground (208V) conductor shall be ORANGE. 3.02 INSTALLATION OF WIRING: A. Unless otherwise indicated, use no conductor smaller than No. 12 AWG for power, No. 14 AWG for control, and No. 16 AWG for shielded applications. B. Number and sizes of wires and conduits indicated are a guide only and are not necessarily correct for the actual equipment installed. Install as many wires and conduits as necessary for complete electrical system, and provide adequately for the equipment actually installed. C. Install conductors continuous from outlet to outlet and make no splices except within outlet or junction boxes. D. Install cable in underground raceway system without splices. There shall be no splices between connection points unless otherwise indicated. Village of Mount Prospect Huntington Lift Relief Station Reconstruction 2605 16-3 E. Draw all conductors contained within a single conduit at the same time. F. Apply wire pulling compound to conductors being drawn through conduits. Use a pulling compound compatible with the conductors being installed. G. Use no cable bend with radius of less than eight times its diameter. H. Wires and cables installed without prior submittal review are subject to removal at no additional expense. 3.03 CONDUCTOR IDENTIFICATION: A. Label each wire at both termination points. Carry individual conductor or circuit identification throughout, with circuit numbers or other identification clearly stamped on terminal boards and printed on directory cards in distribution cabinets and panelboards. B. Identify each wire in junction boxes, cabinets, and terminal boxes where total number of control, indicating, and metering wires is three or more and no terminal board is provided, including all power wire. Where no termination is made use a plastic -coated, self-adhesive, wire marker and where termination is made use a, plastic, pre-printed sleeve wire marker. C. In cases similar to above where terminal boards are provided for the control, indicating, and metering wires, identify all wires including motor leads and other power wires too large for connection to terminal boards, by sleeve wire markers as specified above. D. In manholes and handholes, identify each power wire by laminated plastic tag located so it is easily seen. Control wires to be bundled and marked as listed in conduit and wire schedule. 3.04 CONNECTORS, TERMINAL LUGS AND BOARDS: A. For wiring of circuits consisting of No. 10 or No. 12 AWG, such as for lighting branch circuits, use self -insulated pressure type connectors for all splices or joints. B. Terminate all wires connected to terminal boards, terminal blocks, or to other similar terminals by means of ring and tongue, nylon self -insulated, tin-plated copper pressure terminals. C. Terminal boards shall be 600 volts and rated for 125% of the ampacity of the connected circuit. They shall have screw terminals, with white marking strips for Village of Mount Prospect Huntington Lift Relief Station Reconstruction 26 05 16-4 wire identification. Terminate only one wire on a terminal, including ground wires, unless rated for more. D. Wire connections for which terminals are not supplied, for example, at solenoids or motor terminal junction boxes: 10AWG and smaller: Use self insulated pressure-type connectors. 8AWG and larger: Use insulated, mechanical type with set screw or follower bearing directly on the wire. Split bolt connectors are not acceptable. E. Clearly and permanently mark terminal strips with ink or indelible pencil. Mark each wire consistently throughout entire system. Use the notation given on manufacturer's wiring diagrams wherever possible. 3.05 TESTING: A. Perform tests of all cables prior to energizing. B. Submit results of all cable tests on forms indicating cable size, voltage, time, date, name of tester and witness. 3.06 CONTRACT CLOSEOUT: A. Provide in accordance with Section 01 77 00. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum prices for ELECTRICAL WIRES AND CABLES. END OF SECTION --- Village of Mount Prospect Huntington Lift Relief Station Reconstruction 2605 16-5 GROUNDING SECTION 26 05 26 PART 1 — GENERAL 1.01 SCOPE A. Provide a single, complete, integrated grounding system, including conductors, raceways, and connections, indicated and specified, and in accordance with the National Electrical Code Article 250 and the National Electrical Safety Code. B. Include grounding of electric equipment enclosures etc., ground electrode systems with ground rod. C. Include grounding conductors completely inter -connecting water supply pipe, ground rods, ground grid, other distribution equipment, and other groundable equipment. 1.02 RELATED WORK: A. Section 26 05 00: Electrical Work — General B. Section 26 05 33: Electrical Conduit 1.03 REFERENCES: A. American National Standards Institute (ANSI)/Institute of Electrical and Electronics Engineers (IEEE): 1. ANSI-C24IEEE: National Electrical Safety Code. B. National Fire Protection Association (NFPA): 1. NFPA-70: National Electric Code. 1.04 SUBMITTALS: A. Submit the following in accordance with Section 01300 - Submittals: 1. Submit shop drawings and manufacturers' product data in accordance with requirements of Section 26 05 00. 2. Submit information on: i. Ground rods ii. Exothermic welding Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 26-1 iii. Connecting hardware PART 2 — PRODUCTS 2.01 MANUFACTURER'S COMPLIANCE: A. Manufacturer's acceptance contingent upon products' compliance with the specifications. 2.02 MANUFACTURERS: A. Ground Rods: 1. ERICO Products Inc. B. Exothermic Welding: 1. ERICO Products, Inc. 2. Or an acceptable equivalent product. C. Connecting Hardware: 1. ERICO Products Inc. 2. Thomas and Betts 3. Or an acceptable equivalent product. 2.03 MATERIALS AND COMPONENTS: A. Conductors: 1. Provide copper grounding conductors bare or insulated, sized as indicated or as required by the NEC. Minimum bare conductor size shall be No. 2/0 AWG. Provide protection of conductors if physical damage would result from direct exposure. 2. Provide bare conductors where conductors are buried in the earth or where they are embedded in the concrete. B. Ground Rods: Provide 5/8 -inch diameter, 10 -foot long copper -clad steel ground rods where indicated. Where rock is encountered, grounding plates may be used in lieu of grounding rods. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 26-2 C. Connections: 1. Provide silicon bronze ground clamps for use on copper or brass pipes which are U.L. listed. 2. Provide ground clamps, for use on iron pipes, of galvanized or malleable iron, or of standard noncorrosive material. 3. Furnish ground clamps, for use on pipes, with rigid metal base providing good contact by proper seating on the pipe. Do not use strap type clamps. 4. Provide copper -clad steel ground rods; Make cable to ground rod connection without passing over end of ground rod. PART 3 - EXECUTION 3.01 EXOTHERMIC WELDING: A. Welding shall be by the exothermic process. B. Within the welding procedure, include the proper mold and powder charge and conform to the manufacturer's recommendations. C. Welding processes shall be the exothermic fusion type that will make a connection without corroding or loosening. D. The welding process shall join all strands and not cause the parts to be damaged or weakened. E. Completed connection or joint shall be equal or larger in size than the conductors joined and have the same current -carrying capacity as the largest conductor. F. Paint buried ground connection with a bitumastic paint. 3.02 INSTALLATION OF GROUNDING CONDUCTORS: A. Install grounding conductors so that they will not be exposed to physical damage. Install connections firm and tight. Arrange conductors and connectors so no strain on connections. Grounding conductors for support structures, antenna, pressure transmitter, and light pole shall be installed in PVC conduit passing through the concrete base or slab for each of these pieces of equipment. Conduit shall pass through and extend 6 inches from the side of the concrete to allow for future maintenance and replacement as required. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 26-3 B. Run grounding conductors associated with concrete ductbank in common trenches. C. Bury equipment grounding conductors 30 inches deep. Bring loops or taps up for connection to equipment or other items to be grounded. D. Where raceways are used to contain and protect grounding conductors, install in accordance with Section 26 05 33. E. Where bare grounding conductors are contained within metallic raceways, bond ends of raceways to conductors. F. Install loop type, low impedance, grounding system interconnecting all components so at least two grounding connections are provided for each major item of electrical equipment. Ensure that severing of any single grounding conductor in this system does not remove grounding protection on any major item. G. Buried and concealed ground connections shall use exothermic welding. H. Make accessible connections to structural members by exothermic welding process or by bolted connector. Connections to equipment or ground bus by bolted connectors. 3.02 INSTALLATION OF GROUND RODS: A. Install ground rods near equipment as indicated on schematic. Install the top of the rod 12 -in. below the ground surface. B. Make connection to overall grounding system as indicated. C. Ensure that final resistance of interconnected ground system is 5 ohms, or less. Measure ground resistance in normally dry conditions, and not less than 48 hours after rainfall. 3.03 EQUIPMENT GROUNDING: A. Ground each piece of electrical equipment by means of a grounding conductor installed in raceway feeding that piece of equipment. Grounding conductors installed in conduit with insulated conductors to be furnished with green, 600 -volt insulation. Ground conductors are in addition to and not to be considered as the neutral wire of the system. B. Connect power transformer cases and neutrals to grounding system. Connect neutral ground connection at transformer terminal. Provide two separate, Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 26-4 independent, diagonally opposite, connections for power transformers so removal of one connection will not impair continuity of other. C. Connect a grounding conductor between panelboard and grounding system. Where a grounding bar is furnished with panelboard, connect grounding conductor to bar. D. Where conduits are not effectively grounded by firm contact with a grounded enclosure, apply grounding bushings on at least one end of conduit run. E. Ground wire fences when used to enclose electrical equipment or when overhead electrical lines cross fence. Unless otherwise indicated, provide grounding by buried outside peripheral ground loop; connections to each corner fence post and nearby ground rod; flexible connections to each gate; and at least two connections to grounding system from approximately opposite positions on fence. 3.04 SIGNAL GROUNDING: A. Ground signal surge protection and shields of twisted, shielded cable using a signal bonding conductor. The signal bonding conductor shall be a continuous path from the instrument surge protection or shield to the grounding electrode conductor. The signal bonding conductor shall be isolated from the equipment grounding conductor for its entire path. B. Where convenient several signal bonding conductors may be combined, providing that all the following conditions are met: 1. The combined signal bonding conductor shall have the equivalent cross section of the conductors that it was combined from or three times the cross section of the largest conductor that it was combined from, whichever is less. 2. The combined signal bonding conductor shall be isolated from the equipment grounding conductor. 3. Where two signal bonding conductors are combined use a three port insulated splice. 4. Where three or more signal bonding conductors are combined, use a copper bus mounted on 600V insulators. Attach each conductor to the bus using an insulated ring tongue lug and screw terminal. 3.05 TESTS AND CHECKOUTS: Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 26-5 A. Testing shall not be performed within 48 hours of rainfall. Dry season resistance of each electrode(s) shall not exceed 5 ohms. If such resistance cannot be obtained with the system as installed, additional grounding rods shall be provided as required. B. Furnish copies of test reports on ground system. 3.06 CONTRACT CLOSEOUT: A. Provide in accordance with Section 01 77 00. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum prices for GROUNDING. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 26-6 ELECTRICAL CONDUIT SECTION 26 05 33 PART 1 — GENERAL 1.01 SCOPE This Section covers the general provision for furnishing and installing all conduits, related boxes and fittings, and associated accessories as required for the electrical power, control, annunciation, instrumentation, communication, and lighting systems as shown on the Drawings and as specified herein. All necessary hardware including, but not limited to screws, bolts, hangers, concrete inserts, clamps, locknuts, bushings, sealing bushings, couplings, pulling -in irons, identification tags, etc. shall be included. 1.02 QUALITY ASSURANCE A. Acceptable Manufacturers Shall include but not be limited to Allied Tube & Conduit, Republic Conduit, Thomas & Betts Corporation and Wheatland Tube Company. B. Applicable Standards All Work shall conform to the applicable provisions of the codes, standards, and Specifications, as specified herein, and the following: Name Abbreviation Specifications for Rigid Steel ANSI C80.1 Conduit, Zinc Coated Specifications for Fittings for ANSI C80.6 Rigid Metal Conduit and Electrical Metallic Tubing Conduit Fittings and Accessories NEMA FB -1 Outlet Boxes and Fittings UL -514 National Electrical Code NEC 1.03 SUBMITTALS A. The Contractor shall submit to the Owner's Representative for review drawings, product specifications and descriptions, together with operating and maintenance instructions, specified in Section 01 33 00 of all equipment furnished. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-1 B. As part of the Record Drawings submitted, the Contractor shall submit a conduit schedule at the completion of the Project. The conduit schedule shall contain, as a minimum, the following information for each run of conduit. 1. Conduit designation. 2. Conduit type and size. 3. Routing: the routing shall identify the equipment (from -to) connected at the conduit termination. 4. Description of cables installed in the conduit including function of cables. PART 2 - PRODUCTS 2.01 GENERAL Electrical conduit and related fittings shall be U.L. listed. The conduit inside diameter shall have a smooth finish to facilitate fishing and/or pulling of wires and cables. Where flexible conduits are used they shall be of the liquid tight type. 2.02 SIZE REQUIREMENTS Conduit smaller than 3/4 -inch in diameter shall not be allowed. Conduit sizes shall be as shown on the Drawings. In cases where conduit sizes are not shown on the Drawings, the minimum size shall be in accordance with the applicable provisions of NEC. 2.03 DETAILS OF CONSTRUCTION A. Rigid Metal Conduit and Fittings 1. Rigid metal conduit shall be heavy wall, hot -dip galvanized steel. Thin wall conduits and metallic tubing are not acceptable unless specifically shown on the Drawing or specified for use in other Sections of these Specifications. 2. Metal conduit fittings and covers shall be galvanized or sherardized iron or malleable iron castings with gaskets as required. Composition or rubber gaskets shall be provided where required to prevent entrance of moisture. 3. Rigid metal conduit expansion joint fittings shall consist of standard manufactured products, designed so as to prevent damage to the cables Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-2 and equipped with approved means of providing electrical continuity of the conduit run. Expansion joint fittings shall permit a small amount of transverse movement as well as longitudinal movement. All couplings and fitting joints shall be of the threaded type. 4. Aluminum shall not be used either for conduits, fittings, pullboxes, junction boxes, or any other electrical device, unless otherwise specifically shown on the Drawings. B. PVC Coated Rigid Metal Conduit & Fittings 1. Conduit The PVC coated rigid metal conduit shall be hot dip galvanized inside and out with hot dipped galvanized threads. The interior galvanizing shall be listed per UL 6. The exterior galvanizing shall be listed per UL 6 as primary corrosion protection. Thread protectors shall be used on the exposed threads of the PVC coated conduit. PVC coated RMC steel conduit shall comply with UL 6, ANSI C80.1, and NEMA RN -1 standards without exception. ii. RMC conduit provided with a primary coating that is prepared or modified for the application of an additional primary coating shall undergo the preparation process prior to being subjected to the tests in UL 6 Section 6.2 (Protective coatings). iii. The PVC coating, in compliance with NEMA RN -1, shall be nominal 40 mils (1 mm) in thickness continuous over the entire length of the conduit except at the threads, and be free of blisters, bubbles or pinholes. PVC shall be UL listed as a primary corrosion protection. iv. A urethane coating shall be uniformly and consistently applied to the interior of conduit. This internal coating shall be a nominal 2 mils (.05 mm) thickness. All male threads on elbows and nipples shall be protected by this same application of urethane coating. v. Coated couplings shall be used with coated conduit. The thickness of the coating on couplings shall be at least equal to the thickness of the coating on the conduit. Each coated coupling shall have a flexible PVC sleeve which extends from each end of the coupling and which will overlap the PVC coating on the conduit when the coupling has been installed on the conduit. The length of the sleeve extension(s) shall be at least equivalent to the nominal Trade Size (Metric Designator) for sizes up through 1-1/2 (41). For Trade Size (Metric Designator) 2 (53) through 6 (155), the length of the sleeve extension(s) shall be at least 2 inches (51 mm). The PVC sleeve Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-3 shall be a nominal thickness of 40 mils (1 mm) in thickness. The inside diameter of the overlapping sleeve shall be less than the outside diameter of the PVC -coated conduit. 2. Ordinary Location Fittings PVC coated ferrous and aluminum fittings for general service and corrosive locations must be UL Listed. The PVC coating shall be minimum 40 mils (1 mm) in thickness, and be free of blisters, bubbles or pinholes. Female threads on fittings shall be protected by application of urethane coating. ii. Female ends of PVC coated conduit fittings shall have a flexible PVC sleeve which extends from the female ends of the fitting and which will overlap the PVC coating on the conduit when the fitting has been installed on the conduit. The length of the sleeve extension(s) shall be at least equivalent to the nominal Trade Size (Metric Designator) for sizes up through 2 (53). For Trade Size (Metric Designator) 2 (53) through 6 (155), the length of the sleeve extension(s) shall be at least 2 inches (51 mm). The PVC sleeve shall be a nominal thickness of 40 mils (1 mm) in thickness. The inside diameter of the overlapping sleeve shall be less than the outside diameter of the PVC -coated conduit. iii. The PVC coating on all form 8 covers shall form a gasket -like flange of at least 5/16 inch (8 mm) wide and minimum 40 mils (1 mm) covering the top of the fitting around the opening and the bottom of the cover/matting with the flange of the fitting. 1. A urethane coating shall be uniformly and consistently applied to the interior, exterior and threads of all conduit bodies, including but not limited to, form 8 and form 7 conduit bodies. This coating shall be a nominal 2 mil (.05 mm) thickness. 2. Stainless steel encapsulated screws shall be supplied with all form 7 and form 8 fittings. 3. Rigid Hubs shall have a nominal 40 mils (1 mm) PVC coating thickness with a nominal 2 mils (.05 mm) of blue urethane on interior and threads. The male threads and locknut of the hub shall remain uncoated. 4. Liquid -Tight fittings shall have an exterior PVC coating of a minimum thickness of nominal 40 mils (1 mm). Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-4 3. Hazardous Location Fittings i. Hazardous location fittings, prior to PVC coating must be UL Listed. ii. All female ends of PVC coated conduit fittings shall have a flexible PVC sleeve which extends from the female ends of the fitting and which will overlap the PVC coating on the conduit when the fitting has been installed on the conduit. The length of the sleeve extension(s) shall be at least equivalent to the nominal Trade Size (Metric Designator) for sizes up through 2 (53). For Trade Size (Metric Designator) 2 (53) through 6 (155), the length of the sleeve extension(s) shall be at least 2 inches (51 mm). The PVC sleeve shall be a nominal thickness of 40 mils (1 mm) in thickness. The inside diameter of the overlapping sleeve shall be less than the outside diameter of the PVC -coated conduit. 4. Struts, Hangers and Clamps Right angle beam clamps and U -bolts shall be specially formed and sized to snugly fit the outside diameter of the PVC coated conduit. Support products such as ferrous strut, beam clamps, pipe straps, clamp back spacers, conduit clamp hangers and all thread rods shall have minimum 15 mil (0.4 mm) PVC coating by the manufacturer of the ERMC conduit and system components. C. Flexible Liquid -Tight Conduit 1. Flexible liquid -tight conduit shall be "Sealtite Type UA". 2. The conduit shall consist of an interlocked galvanized steel core and a liquid tight cover made of polyvinyl chloride synthetic resin. A ground bonding conductor shall be included. D. Electrical Metallic Tubing (EMT) and Related Fittings 1. Electrical metallic tubing shall comply with FS WW -C-563 and ANSI C80.3. EMT fittings shall comply with FS W -F-408. EMT shall be provided only as shown on the Drawings or as otherwise specified in other Sections of these Specifications. Couplings, connectors and other fittings for EMT shall be cadmium or zinc plated steel, or cadmium plated malleable iron and shall be rain tight, compression type. E. Rigid Nonmetallic Conduit Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-5 1. Rigid nonmetallic conduit shall be of the polyvinyl chloride (PVC) type, schedule 80 as shown on the Drawings, and shall be in accordance with the applicable requirements of NEC. 2. The conduit, fittings and accessories shall be manufactured from polyvinyl chloride complying with ASTM D1784 and shall comply with all the applicable requirements of NEMA Publication No. TC2, UL 651 for EPC - 80 -PVC and N.E.C. Article 347. 3. Fittings and accessories for the electrical plastic conduit shall comply with all applicable requirements of NEMA Publication No. TC3. 4. The solvent cement used to join the conduit and fittings shall meet the requirements of ASTM D2564. F. High Density Polyethylene Conduit 1. High Density Polyethylene (HDPE) conduit shall comply with NEMA TC 7, ASTM D 3485. The conduit shall be made of high density polyethylene which shall meet the requirements of ASTM D1248, Type III Class C and the requirements listed in Section 3 of NEMA Standard Publication No. TC -7. G. Junction, Outlet, Terminal, and Pullboxes and Covers Junction, outlet, and pullboxes and covers shall be made of stainless steel. Covers shall be secured with screws, except for boxes 20 inches or larger which shall have hinged covers or as otherwise specified. Gaskets shall be provided for all boxes. Terminal boxes shall be furnished with terminal blocks as required and as indicated on the Drawings. H. Stainless Steel Junction Boxes 1. Junction boxes shall be mounted on the surface of a structure or embedded in a structure as shown on the plans. The junction box shall be furnished with a cover, gasket, and hardware. Hardware furnished for the cover shall be stainless steel. 2. A grounding lug shall be provided in every junction box. A stainless steel conduit fitting shall be used to connect conduit to a stainless steel junction box. 3. Box covers shall have a continuous formed, seamless, urethane, oil - resistant gasket. The gasket shall be placed directly onto the junction box cover. The gasket shall adhere to the cover without the use of adhesives. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-6 4. Junction box covers shall be attached to the box with un -slotted hex head screws unless otherwise specified. 5. The box shall be made of Type 304 stainless steel, not less than 14 gauge, with all seams continuously welded with stainless steel weld wire and ground smooth. Exterior surfaces shall have a smooth polished finish. The box shall be according to NEMA Type 4X and be UL 50 "Junction and Pull Box", "Junction Box", or "Pull Box". 6. When specified for attachment to a structure, the box shall be suitable for surface mounting, complete with external stainless steel mounting lugs or brackets welded to the box. The box shall have an overlapping stainless steel cover that is secured to the box with a continuous stainless steel hinge and a minimum of four captive stainless steel clamps utilizing captive stainless steel hex -head bolts or deep slotted stainless steel screws. 7. When specified for embedment in structure, the box shall be constructed with the cover arranged to fit flush with the structure surface. The cover shall be attached with stainless steel unslotted hex -head screws. PART 3 - EXECUTION 3.01 FACTORY TEST AND INSPECTION Routine factory testing and inspection shall be performed in accordance with the requirements of the applicable standard. 3.02 INSTALLATION AND TESTING A. General Any and all excavation, trenching, coring, backfilling, incidental concreting (not part of a structure in which conduits are embedded) and/or concreting required for duct banks, etc. as required for the installation of Electrical Conduit shall be performed by the Contractor at the Contractor's expense. Installation of all raceway conduits and fittings shall be in accordance with these Specifications, manufacturers' recommendations, applicable standards, codes and regulations, and best engineering practices. B. Installation of Rigid Steel Conduit 1. Installation of all conduits, boxed fittings, and accessories shall conform to the requirements of the "National Electrical Code", insofar as this is applicable. During installation, precaution shall be taken to protect the Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-7 conduits and conduit threads from mechanical injury. The ends of conduits shall be sealed in an approved manner during installation whenever the work is interrupted. Runs shall be sealed upon completion by the use of caps and discs or plugs. The seals shall be maintained, except during inspection and tests, until the conductors are pulled in. Conduits shall be inspected before conductors are installed and thoroughly cleaned of water and dirt by means of compressed air, swabs or other approved methods. Conduits shall be checked for freedom from obstructions by pulling a wooded mandrel of the proper size through the conduit. All boxes and fittings shall be kept closed and free from dirt, moisture, and debris. 2. Each run of conduit between boxes or equipment shall be electrically continuous. Threads shall conform to ANSI -B2.1 standards for taper pipe threads. Conduits shall be cut square, ends reamed and threads cut with approved dies. Running or non-tapered threads will not be permitted. Conduits entering slip holes in boxes shall be secured with a locknut on each side at the box wall and terminated with bushings. 3. Threaded conduit joints shall be made watertight by use of red lead and oil, white lead and oil, or other approved compounds. Threaded joint compound shall be electrically conductive. 4. Exposed conduit shall be 3/4 inch IPS or larger and shall run in straight lines parallel to walls, beams or columns. Required offsets shall be accomplished by use of uniform offsets, bends, conduit fittings, or standard boxes. Where conduits are grouped, the offsets shall be made in a manner which will present a uniform and symmetrical appearance. 5. Conduits shall be supported as required by NEC. Capped conduit and conduit terminating in boxes or fittings shall be supported as close to the terminal as possible but in no case farther than 3 feet from the terminal. Galvanized clamps, U -bolts, and J -bolts shall be used to fasten conduits. Boxes and equipment housings shall be supported independently of the conduits. Conduits and boxes shall not be fastened directly to concrete but shall be spaced away by means of one inch galvanized metal channels or spacers. Machine screws or bolts set in concrete inserts or cinch anchors shall be used for securing clamps and boxes to concrete or to steel supporting channels. The use of explosive -driven anchors for securing clamps, supports, and boxes to concrete will not be permitted, except in such cases where special permission has been obtained in writing from the Owner. 6. Exposed conduits inside building shall run supported on walls or on trapezes away from wall. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-8 7. Conduit embedded in concrete shall be one inch or larger, unless otherwise shown on the Drawings. Embedded conduit shall be sloped towards drain points and shall be rigidly supported and braced to avoid shifting during placement of concrete. Embedded conduit runs parallel to concrete surfaces shall be located behind the reinforcing steel except at terminal connections to outlets or junction boxes. Conduit extending out of concrete walls, floors, or beams shall be at right angles to the surface. 8. Minimum spacing of conduits embedded in concrete shall be as required by N.E.C. for proper conductor heat dissipation. The minimum spacing shall be maintained except where approaching and entering a box or panel. Conduit spacing shall also permit the flow of concrete between them. 9. Conduits embedded in concrete and terminating at motors or other equipment mounted on concrete bases shall be brought up to the equipment within the concrete base wherever possible. 10.All conduit boxes shall be so located that covers and openings are easily accessible. They shall be installed parallel with building lines, and where embedded shall be flush with the surface of the finished floor, wall, or ceiling. The Contractor shall remove and reset all boxes not properly installed or shifted out of line during concreting, whenever required or directed. 11. Conduits shall have long -sweep field bends wherever possible, but shall in no case have smaller radii bends than are allowed by NEC or as recommended by the manufacturer whichever is the most stringent. All field bends shall be manufactured bends or made with a bending machine or other approved device. Field bends shall not reduce the internal diameter of the conduit or injure the protective coatings. The bend shall be free of kinks, indentations, or flattened surfaces. Heat shall not be applied. Standard bends shall be used where conduits turn out of the concrete, at the conduit terminations, and at electrical equipment. Where conduits enter switchgear cubicles or other enclosures, they shall be located by template. 12. Where conduits cross expansion joints or contraction joints, they shall be installed perpendicular to the plane of the joint and shall have expansion fittings. Expansion fittings shall be as follows: i. Expansion fittings for exposed conduit shall have external bonding jumpers for ground continuity and shall be O.Z. Electrical Mfg. Co. Type Ex, Crouse -Hinds Type XJ, or equal. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-9 ii. Expansion fittings embedded in concrete shall be expansion deflection type consisting of molded neoprene sleeves with bonding jumpers passing through separate waterproof compartments, and two silicon bronze couplings. They shall permit a 3/4 -inch expansion and contraction and a 3/4 -inch deflection without deformation. 13.AII conduits shall be installed as shown on the Drawings, with the exact location and routing to be determined in the field as required. 14. Cable runs shall be segregated so that no two of the following types of cable occupy the same conduit: i. 240-V power cable. ii. 240/120-V, AC, miscellaneous lighting and receptacle circuit cable; plug-in type. iii. 240/120-V, AC, power and control cable. iv. Low voltage or current, DC, control cable. v. Instrumentation cable. 15. Conduits penetrating walls, ceilings and floors of buildings and/or structures shall be sealed as shown on the Drawings. Sealing of conduit ID shall be by combination seal/drain fittings where shown on the Drawings. Sealing of conduit OD shall be by means of conduit sleeve and sealing compound. Sealing compound shall be of a type approved for the conditions and use. C. Installation of PVC Coated Rigid Steel Conduit 1. Installers of the PVC -coated galvanized rigid conduit system must be certified by the manufacturer and be able to present a valid, unexpired certified installer card prior to starting installation. All clamping, cutting, threading, bending, and assembly instructions given during the manufacturer's certified installation training should be vigorously followed. 2. Provide final protection and maintain conditions that ensure coatings and finishes without damage or deterioration at time of Substantial Completion. i. Repair damage to factory finishes with repair products recommended by manufacturer. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-10 ii. Repair damage to PVC or paint finishes with matching touchup coating recommended by manufacturer. D. Installation of Flexible Liquid -Tight Conduits 1. Flexible liquid -tight conduits shall be used for connection to motors and to any other equipment subject to vibration. Liquid -tight fittings and connectors shall be used in conjunction with the liquid -tight flexible conduit installation. 2. Flexible liquid -tight conduit lengths shall not exceed 6 feet. E. Installation of EMT Conduits and Fittings 1. Installation of EMT shall conform to the applicable requirements of rigid steel conduits as previously specified. 2. EMT conduits shall be connected to the outlet boxes and panelboards by means of "gland" type connectors. Couplings between conduits shall be "gland" couplings. Conduits shall enter all couplings and connectors the full distance required and shall be securely held in place by a tightening of a "Locking Nut". 3. EMT shall not be embedded in concrete, used in hazardous locations where explosion -proof equipment is required, or buried in earth. Indentor or set screw type fittings shall not be used. F. Installation of Rigid Nonmetallic (PVC) Conduits 1. Installation of rigid nonmetallic (PVC) conduit shall conform to applicable requirements of installation of rigid steel conduits as previously specified. Installation of rigid nonmetallic (PVC) conduit shall be as shown on the Drawings and shall be in accordance with the manufacturer's recommended procedures. 2. Installation shall meet the requirements of N.E.C. Article 347 Part A. 3. The conduit shall be cut square. All burrs shall be removed from the inside and outside of the conduit. 4. Bending: i. Bending of the conduit shall be made so that the conduit will not be injured and the internal diameter of the conduit will not be effectively reduced. Bends shall be made with a standard PVC pipe bending equipment. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-11 ii. The conduit section shall be heated evenly over the entire length of the bend. The use of torches or other flame -type devices will not be allowed. Sections showing evidence of scorching or discoloration shall not be acceptable for use on the project. iii. The radius of the bend shall not be less than that shown in Table 346-10 of the National Electric Code. 5. Joints: i. All joints shall be test mated without forcing. The socket depth of the fitting shall be marked on the outside of the conduit without scratching or damaging the surface. The conduit should enter the fitting for the full depth of the socket depth. ii. Before applying cement, the surfaces to be joined shall be wiped clean and free of dirt, oil, grease or moisture. The solvent cement shall be applied to the conduit and fittings quickly, consistent with good workmanship. Under conditions of high humidity, a second full coating of cement shall be applied to the conduit before insertion. iii. Immediately after applying the coat of cement to the conduit and fittings, the conduit shall be inserted into the fitting socket until it bottoms at the fitting shoulder. The conduit shall be turned 1/4 turn during insertion to distribute the cement evenly. Excess cement shall be wiped away from the outside of the joint. iv. Newly assembled joints shall be handled carefully until the cement has gone through the set period. The recommended set periods are related to temperature as follows: 60 to 100 degrees F: 30 minutes 40 to 60 degrees F: 1 hour 20 to 40 degrees F: 2 hours 0 to 20 degrees F: 4 hours 6. Conduit Encased in Concrete: Underground concrete -encased conduit shall be supported on plastic spacers specifically designed for the purpose spaced along the length of the run as recommended by the manufacturer. Spacing between raceways within a common duct dank shall be not less than 2 inches. Concrete cover overall shall not be less than 3 inches all around the encased run. Care shall be exercised during concrete placement to assure that there are no voids, so that Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-12 spacers are undisturbed, and so that conduit joints stay secure and unbroken. When pouring concrete the concrete shall be deflected or diverted during placement to minimize the possible damage to or movement of the conduits. ii. Conduit encased in concrete shall have steel reinforcing where installed below roadway or other paved vehicle areas (including shoulder) and the reinforcement shall extend not less than 5 feet additional from the edge of pavement unless otherwise indicated. Steel reinforcement shall not be less than No. 4 bars at corners and otherwise spaced on 12 -inch centers, tied with No. 4 bars on 12 - inch centers. 7. Expansion Fittings i. Expansion fittings shall be provided for all runs crossing structural expansion joints. ii. Expansion fittings, as specified herein, shall be installed in all raceway runs crossing structural expansion joints. Unless otherwise indicated or approved by the Owner's Representative expansion fittings shall include an 8 -inch expansion fitting plus a deflection fitting allowing not less than a 3/4 -inch deflection in any direction. The drawings shall be examined to determine complete extent of expansion joints. iii. Concrete shall be formed around the expansion fittings in a manner to permit their movement as specified. G. Installation of High Density Polyethylene (HDPE) Conduits 1. Installation of HDPE conduit shall conform to applicable requirements of installation of rigid steel conduits as previously specified. Installation of HDPE conduit shall be as shown on the Drawings and shall be in accordance with the manufacturer's recommended procedures. H. Stainless Steel Junction Boxes 1. Exposed junction boxes on structures shall be installed on 1/2 in. (13 mm) long stainless steel or brass spacers with the hinge on the side of the box and the cover lying in the vertical plane when closed. The exact orientation shall be as shown on the plans or as directed by the Engineer. Care shall be taken to assure proper orientation of mounting lugs. Field cut conduit openings shall be uniform and smooth. All burrs and rough edges shall be filed smooth prior to the installation of conduit(s) into Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-13 the junction box. Field cut conduit openings shall be fitted with the appropriate conduit fittings and accessories. 3.03 PAINTING (Not applicable in this Section). PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum prices for ELECTRICAL CONDUIT. END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 33-14 ELECTRICAL IDENTIFICATION SECTION 26 05 53 PART 1 — GENERAL 1.01 SUMMARY A. This Section specifies electrical identification work including the following: 1. Buried conduit warnings. 2. Electrical power, control, and communication conductors. 3. Operational instructions and warnings. 4. Danger and warning signs. 5. Equipment/system identification nameplates. 1.02 REFERENCES A. Applicable Standards: Comply with the applicable requirements of the following standards. 1. American National Standards Institute (ANSI): a. A13.1 - Scheme for the Identification of Piping Systems. b. Z53.1-1979 - Safety Color Code for c. Marking Physical Hazards. 2. Federal Specifications (FS): a. FS L -P-387 - Plastic Sheet, Laminated, Thermosetting (for designation plates). 3. National Fire Protection Association (NFPA): a. 70 - National Electrical Code (NEC), as applicable to installation of identifying labels and markers for wiring and equipment. 4. Occupational Safety and Health Administration (OSHA): a. 29 CFR 1910.145 - Specifications for Accident Prevention Signs and Tags. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 53-1 5. Underwriters Laboratories (UL), pertaining to electrical identification systems: a. 969-1991 - Marking and Labeling Systems. 1.03 SUBMITTALS A. Refer to DIVISION 1 and SECTION 26 05 00 — ELECTRICAL WORK — GENERAL for administrative and procedural requirements for submittals. B. Includes, but not limited to, the following: 1. Product Data: Submit manufacturer's data on electrical identification materials and products. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Subject to compliance with requirements, provide electrical identification products of one of the following (for each type marker): 1. Brady USA, Inc. 2. Ideal Industries, Inc. 3. Panduit Corp. 4. Seton Name Plate Co. 5. Thomas and Betts Corp. 6. Approved Equivalent. 2.02 ELECTRICAL IDENTIFICATION MATERIALS A. General: Except as otherwise indicated, provide manufacturer's standard products of categories and types required for each application. Where more than single type is specified for an application, selection is Contractor's option; but provide single selection for each application. B. Underground Type Plastic Line Marker: 1. General: Permanent, bright -colored, continuous -printed plastic tape marker, intended for direct -burial service; not less than 6 inches wide x 4 mils thick. Provide tape marker with printing which most accurately Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 53-2 indicates type of service of buried cable or duct bank. Provide embedded continuous metallic strip or core. C. Wire/Cable Identification Bands: 1. General: Vinyl -cloth self-adhesive cable/conductor markers of wrap- around type, either pre -numbered plastic coated type or write -on type with clear plastic self-adhesive cover flap; numbered to show circuit identification number indicated on Drawings or Shop Drawings. D. Plasticized Tags: 1. General: Preprinted or partially preprinted accident -prevention and operational tags, on plasticized card stock with matt finish suitable for writing, approximately 3-1/4" x 5-5/8", with brass grommets and wire fasteners, and with appropriate preprinted wording, including large -size primary wording, e.g., "DANGER, DO NOT OPERATE." Tags shall comply with OSHA requirements. E. Engraved Plastic -Laminate Nameplates: 1. General: Engraving stock melamine plastic laminate nameplates, in sizes (minimum height of characters shall be 1/8 inch) and thicknesses specified or indicated, engraved with engraver's standard letter style of sizes and wording indicated, white face and black core plies (letter color) except as otherwise indicated, specified or required. Colors shall comply with OSHA and ANSI Z53.1. Nameplate shall be punched for mechanical fastening. a. Thickness: 1/16 -inch, for units up to 20 square inches or 8 -inch length; 1/8 -inch for larger units. b. Fasteners: stainless steel machine screws. 2. Lettering and Graphics: a. Coordinate names, abbreviations, and other designations used in electric identification work with corresponding designations shown, specified, or scheduled. Provide numbers, lettering, and wording as indicated or, if not otherwise indicated, as recommended by manufacturer or as required for proper identification and operation/maintenance of electrical systems and equipment. Comply with ANSI A13.1 pertaining to minimum sizes for letters and numbers. Comply with OSHA requirements. Comply with color requirements of ANSI Z53.1. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 53-3 PART 3 - EXECUTION 3.01 APPLICATION AND INSTALLATION A. General Installation Requirements: 1. Install electrical identification products as indicated, in accordance with manufacturer's written instructions and requirements of NEC. 2. Coordination: Where identification is to be applied to surfaces which require finish painting, install identification after completion of painting. 3. Regulations: Comply with governing regulations and requests of governing authorities for identification of electrical work. B. Underground Conduit Identification Marker: 1. General: During back-filling/top-soiling of each exterior underground direct buried electrical, signal or communication conduit, install continuous underground -type plastic line marker, located directly over the direct buried conduit at 12 inches below finished grade. 2. Install line marker for every conduit below grade. C. Wire/Cable Identification Bands: 1. General: Apply cable/conductor identification bands, including circuit number, on each wire/cable in each box/enclosure/cabinet where wires of more than one circuit or communication/signal system are present. Match identification with marking system used in panelboards, shop drawings, contract documents, and similar previously established identification for project's electrical work. D. Operational Identification and Warning Plasticized Tags and Metal Signs and Plastic Signs: 1. General: Wherever reasonably required to ensure safe and efficient operation and maintenance of electrical systems, and electrically connected mechanical systems and general systems and equipment, including prevention of misuse of electrical facilities by unauthorized personnel, install signs with instruction or warnings. Where detailed instructions or explanations are needed, provide melamine labels with clearly written messages adequate for intended purposes. D. Danger Signs: Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 53-4 1. General: In addition to installation of danger signs specified, indicated, and required by governing regulations and authorities, install appropriate danger signs at locations indicated and at locations subsequently identified by Installer of electrical work as constituting similar dangers for persons in or about Project. 2. Critical Switches/Controls: Install danger signs on switches and similar controls, regardless of whether concealed or locked up, where untimely or inadvertent operation by anyone could result in significant danger to persons or damage to or loss of property. F. Equipment/System Identification Nameplates - 1 . ameplates: 1. General: Install engraved plastic -laminated nameplates on each major unit of electrical equipment in the building; including central or master unit of each electrical system including communication/control/signal/alarm systems, unless unit is specified with its own self-explanatory identification or signal system. Except as otherwise indicated, provide single line of text, 1/2 -inch high lettering on 1 -1/2 -inch high sign (2 inches high were two lines are required), black lettering on white field. Provide text matching terminology and numbering of the contract documents and shop drawings. Nameplate shall include unit designation, normal source circuit number ("Fed from..."), circuit voltage, and other data specifically indicated. Nameplate shall indicate normal source circuit number ("Fed from..."), and emergency source circuit number ("Fed from..."), when the equipment is a transfer switch or fed directly from a transfer switch. Provide nameplates for each unit of the following categories of electrical work: a. Panelboards, electrical cabinets, and enclosures. b. Disconnect switch. c. Pushbuttons, selector switches, indicating lights. (Circuit number and voltage not required on nameplate). d. Uninterruptible power supplies (UPS). e. Main circuit breakers. f. Instruments (tag number as indicated). 2. Install markers, tags, nameplates, and signs at locations indicated or, where not otherwise indicated, at location for best convenience of viewing without interference with operation and maintenance of equipment. Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 53-5 Secure the identification with fasteners. Where fasteners should not or cannot penetrate surface, install on an immediately adjacent surface. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 26 05 53-6 ELECTRIC SERVICE INSTALLATION SECTION 26 20 00 PART 1 — GENERAL 1.01 SCOPE This Section covers the requirements for the installation of the new service installation, disconnection of the existing electric service, and removal of the existing service installation, as specified in detail in other parts of this Section, other related Sections and/or as shown on the Drawings. The Contractor shall coordinate the requirements of the various parts of this Section of the Specifications with the Drawings when ordering materials or performing Work in conformance with the applicable provisions of this Section. 1.02 RELATED WORK A. Section 26 05 00: Electrical Work PART 2 — PRODUCTS 2.01 ELECTRICAL SERVICES The Contractor's responsibility shall be to provide a new 120/240 volt, three (3) phase, four (4) wires, 60 Hertz service connection between the service pole and the new Master Control Panel (MCP) as specified in Part 3 of this Section and as shown on the Drawings. Commonwealth Edison will connect the service upon completion and inspection of this work. Upon commissioning of the new MCP and pumps, Commonwealth Edison Company will disconnect existing electrical power at the existing service. 2.02 UTILITY METERS Furnished by Utility Company. 2.03 UTILITY METER BASE Furnished by Contractor. PART 3 - EXECUTION 3.01 GENERAL Village of Mount Prospect Huntington Lift Station Reconstruction 26 20 00-1 A. The intent of these Specifications is to provide underground electrical service for the lift station. The underground electrical service shall be installed in accordance with the Drawings and Commonwealth Edison requirements. B. The final, complete installation shall comply with all state and local statutory requirements having jurisdiction. The Contractor shall arrange for all necessary permits, pay all fees and arrange for all required inspections by local authorities. All work shall comply with the requirements of the National Electrical Code, all state codes and the codes and ordinances of the city or town in which the work is to be done. C. Contact ComEd Customer Service (800-334-7661). Use account number 0300069050 to identify this location. The meter serial number (230-053-345) may also be used as well. The address on file with ComEd is 601 W Golf Road, Mount Prospect, IL 60056. This call should be made be at least 5 days in advance of the desired connection date. Notify ComEd of the intent to add a second meter to the existing account. The Contractor will need to provide a contact name and phone number. In addition, the Contractor will have to confirm that the location is accessible. D. The ComEd service crew will contact the Contractor to schedule the connection. They typically call 5 days before the work will be performed. ComEd works between 8am to 2pm, Monday through Friday. E. Once the work is complete, the Contractor should contact ComEd Customer Service again to schedule the disconnect the existing service. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum prices for: 1. ELECTRIC SERVICE INSTALLATION 2. ELECTRIC SERVICE UTILITY FEE a. Includes an allowance of $10,000 for the cost of work by Commonwealth Edison Company to provide the electrical service disconnect and reconnect. The final contract amount will be adjusted up or down in direct relation to the complete Village of Mount Prospect Huntington Lift Station Reconstruction 26 20 00-2 and final billing from Commonwealth Edison Company for their work. At the discretion of the Owner, this fee may be paid directly to the utility company by the Owner in which case the Allowance shall be rebated to the Owner. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 26 20 00-3 WIRING DEVICES AND LIGHTING FIXTURES SECTION 26 27 26 PART 1 — GENERAL 1.01 DESCRIPTION A. This section specifies the furnishing, installation and connection of wiring devices and lighting fixtures. 1.02 RELATED WORK: A. Section 26 05 00: Electrical Work — General B. Section 26 05 16: Electrical Wires and Cables C. Section 26 05 26: Grounding D. Section 26 05 33: Electrical Conduit E. Section 33 09 30: Wastewater Pumping Control System PART 2 - PRODUCTS 2.01 RECEPTACLES: A. General: All receptacles shall be listed by Underwriters Laboratories, Inc. 1. Mounting straps shall be plated steel, with break -off plaster ears and shall include a self -grounding feature (this feature does not substitute for a grounding conductor terminated on grounding strap of device). Terminal screws shall be brass, brass plated or a copper alloy metal. 2. Receptacles shall be of a screw terminal type, "pressure type quick wire" terminations are not allowed. B. Duplex receptacles shall be single phase, 20 ampere, 120 volts, 2 -pole, 3 -wire, and conform to the NEMA 5-20R configuration in NEMA WD 6. The duplex type shall have bussing break -off feature for two -circuit operation. The ungrounded pole of each receptacle shall be provided with a separate terminal. 1. Bodies shall be gray in color or as directed by Owner. 2. Ground Fault Interrupter Duplex Receptacles: Shall be an integral unit suitable for mounting in a standard outlet box. Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 26-1 a. Ground fault interrupter shall be commercial grade and consist of a differential current transformer, solid state sensing circuitry and a circuit interrupter switch. It shall be rated for operation on a 60 Hz, 120 volt, 20 -ampere branch circuit. Device shall meet NEC requirements. Device shall have a minimum nominal tripping time of 1/30th of a second. Devices shall meet UL 943. C. Weatherproof Receptacles: Shall consist of a duplex receptacle, mounted in box with a gasketed, weatherproof, cast metal cover plate and cap over each receptacle opening. The cap shall be permanently attached to the cover plate by a spring -hinged flap. The weatherproof integrity shall not be affected when heavy duty specification or plug caps are inserted. Cover plates on outlet boxes mounted flush in the wall shall be gasketed to the wall in a watertight manner. 2.02 TOGGLE SWITCHES A. Toggle switches shall be totally enclosed tumbler type with bodies of phenolic compound. Toggle handles shall be gray in color or as directed by Owner. 1. Switches installed in hazardous areas shall be explosion proof type in accordance with the NEC and as shown on the drawings. 2. Shall be single unit toggle, butt contact, quiet AC type, heavy-duty general-purpose use with an integral self grounding mounting strap with break -off plasters ears and be of a screw terminal type. 3. Shall be color coded for current rating, listed by Underwriters Laboratories, Inc., and meet the requirements of NEMA WD 1, Heavy - Duty and UL 20. 4. Ratings: a. 120 volt circuits: 20 amperes at 120-277 volts AC. 5. The switches shall be mounted on the strike plate side of doors or as shown on plans. 6. Incorporate barriers between switches with multi -gang outlet boxes where required by the NEC. 7. All toggle switches shall be of the same manufacturer. 2.03 WALL PLATES: Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 26-2 A. Wall plates for switches and receptacles shall be type 302 stainless steel or as directed by Owner. B. Standard NEMA design, so that products of different manufacturers will be interchangeable. Dimensions for openings in wall plates shall be accordance with NEMA WD1. C. For receptacles or switches mounted adjacent to each other, wall plates shall be common for each group of receptacles or switches. D. Wall plates for data, telephone or other communication outlets shall be as specified in the associated specification. E. Surface mounted boxes, NEMA1, shall be industrial grade raised galvanized steel covers. In shop areas all receptacles shall be dust proof and or waterproof where applicable. F. Waterproof device covers shall be cast iron, 4 -corner screw type, for FS and FD type mounting. Device covers shall be zinc galvanized finish. Weatherproof covers shall be lockable. 2.03 LIGHT FIXTURES A. Valve vault light fixture shall be of LED type, classified for hazardous locations. B. The LED unit shall be corrosion -resistant. C. The fixture shall be an enclosed and gasketed type designed to exclude dirt, moisture and corrosive vapors from the interior of the luminaires and conduit system. A fluted globe and guard assembly shall be designed for installation or removal as a unit for ease of relamping. D. The finish shall be epoxy powder coated bodies and guards. E. The LED lighting engine and driver shall be high output LEDs, 45 watts, 50k hours to 70% initial lumens, 5000K color temperature, CRI 69 or greater, power factor greater than 0.90, THD <20% at full load, FCC 47CFR Part 15 Class B Compliant, thermal range 40°C to 55°C. F. Input voltage shall be 120 V. G. Fixture shall be ceiling or wall mounted with cast junction box and globe guard. H. Manufacturer shall be Hubbell HLEML series, or approved equal. Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 26-3 PART 3 - EXECUTION 3.01 WIRING DEVICES INSTALLATION A. Ground terminal of each receptacle shall be bonded to the outlet box with an approved green bonding jumper, and also connected to the green equipment grounding conductor. B. General: Devices shall be of the type specified herein. All devices shall be installed with "pigtailed" leads from the outlet box. No device shall be used in the "feed through" application. Screw terminals shall be used to connect all devices to the circuit and shall be grounded by means of a ground wire where grounding terminals are provided in the device. C. Installation: Devices and plates shall be installed in a "plumb" condition and must be flush with the finish surface of the wall where boxes are recessed. D. Mounting heights: All control and convenience devices shall be mounted between 36 and 48 inches above finish floor; mounting heights indicated on plans shall have precedence. 3.01 LIGHTING FIXTURES INSTALLATION A. Installation shall be in accordance with the NEC and as shown as on the drawings. B. Plan and layout work to avoid interferences with other Contract work. If unavoidable conflict, notify the Owners Representative. C. Conduit and wire from the fixtures, switches, and receptacles to the lighting panel shall be in accordance with the NEC. D. Connect fixture to junction box using conduit with a temperature rating equal to that of the fixture. E. Remove labels and marks, except the UL label, from exposed parts of the fixtures. F. Clean fixtures. G. Align and direct fixture to illuminate entire valve vault floor. H. Directly and rigidly mount on support structures. I. Unless otherwise noted, do not use fixtures to support conduit system. A. Treat weld area with rust -resistant primer and finish paint where brackets or supports for lighting fixtures are welded to steel members. Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 26-4 PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the lump sum unit price for ELECTRICAL WIRES AND CABLES. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 26-5 ELECTRICAL CONNECTIONS SECTION 26 27 30 PART 1 — GENERAL 1.01 SUMMARY A. This Section specifies electrical connections as required or indicated by Drawings and schedules. Electrical connections are hereby defined to include connections used for providing electrical power or control to Equipment. B. Applications of electrical connections are specified in this Section include the following: 1. To resistance type heaters. 2. From electrical source to motor starters. 3. From motor starters to motors. 4. To lighting fixtures and wiring devices. 5. To panelboards and similar equipment specified in this Division. 6. To grounds including ground electrode connections. 7. Splices. 8. Terminations. 9. To PLC control systems. 10. Equipment furnished in other Divisions (unless indicated otherwise). "w_v .1 . [a C. Related Work Specified Elsewhere: 1. Electrical connections for Equipment not furnished as integral part of Equipment are specified in other DIVISION 26 Sections. 2. Motor starters and controllers not furnished as integral part of Equipment: Applicable DIVISION 26 Sections. Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 30-1 3. Junction boxes and disconnect switches required for connecting motors and other electrical units of Equipment in Applicable DIVISION 26 Sections. 4. Electrical connections to all Equipment in other Divisions unless specifically indicated otherwise. 5. Electrical identification for wire/cable conductors: SECTION 26 05 53 - ELECTRICAL IDENTIFICATION. 6. Raceways and wires/cables required for connecting motors and other electrical units of Equipment: Applicable DIVISION 26 sections. 1.02 REFERENCES A. Applicable Standards: Comply with applicable requirements of following standards. 1. American National Standards Institute (ANSI): a. ANSI/EIA RS -364-21A - Insulation Resistance Test. 2. Institute of Electrical and Electronic Engineers (IEEE): a. 241 - IEEE Recommended Practice for Electric Power Systems in Commercial Buildings, pertaining to connections and terminations. 3. National Fire Protection Association (NFPA): a. 70 - National Electrical Code (NEC): Comply with applicable requirements of NEC as to type of products used and installation of electrical power connections (terminals and splices), junction boxes, motor starters, and disconnect switches. 4. Underwriters Laboratories (UL) Compliance: Provide electrical connection products and materials which are UL -listed and labeled. Comply with applicable requirements of the following standards: a. 486A -Wire Connectors and Soldering Lugs for use with Copper Conductors. b. 486C - Splicing Wire Connectors. c. 486D - Insulated Wire Connectors for use with Underground Conductors. Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 30-2 1.03 SUBMITTALS A. Refer to DIVISION 1 and SECTION 26 05 00 — ELECTRICAL WORK — GENERAL for administrative and procedure requirements for Submittals. B. Includes, but not limited to, the following: 1. Product Data: Submit manufacturer's data on electrical connections for equipment products and materials. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver electrical connection products wrapped in proper factory -fabricated type containers. B. Store electrical connection products in original cartons and protect from weather, construction traffic, and debris. C. Handle electrical connection products carefully to prevent breakage, denting, and scoring finish. PART 2 — PRODUCTS 2.01 MANUFACTURERS A. Subject to compliance with requirements, provide products of one of the following (for each type of product). 1. Cable connectors, terminations, termination kits and splice kits: a. AMP Incorporated. b. Appleton Electric Co. c. Arrow -Hart Div., Crouse -Hinds Co. d. Bishop Div., General Signal Corp. e. Burndy Corporation. f. Eagle Electric Mfg. Co., Inc. g. Harvey Hubbell, Inc. h. Ideal Industries, Inc. i. King Technology, Inc. j. Minnesota Mining and Manufacturing (3M). k. Panduit. I. Raychem. m. Square D Company. n. Thomas and Betts Corp. o. O. Z. Gedney Co. Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 30-3 p. Approved Equivalent. 2. Tape: a. 3M 33+. b. Bishop Bi -seal. c. Approved Equivalent. 3. Terminal Blocks: a. Multi -Amp Corp. b. States Company. c. General Electric. d. Buchanan. e. Square D Company. f. Marathon g. Allen Bradley. h. Approved Equivalent. 2.02 MATERIALS AND COMPONENTS A. General: For each electrical connection provide complete assembly of materials, including, but not necessarily limited to, pressure connectors, terminals (lugs), electrical insulating tape, electrical solder, electrical soldering flux, heat - shrinkable insulating tubing, cable ties, stress cones, splice kits, termination kits, solderless wirenuts, and other items and accessories as needed to complete splices and/or terminations of types indicated or recommended for use by accessories manufacturers for type services indicated. Electrical connectors shall be marked for the suitable conductor material. All Equipment conductor terminations shall be UL listed for 75°C conductors. B. Connectors and Terminals: Provide UL -listed factory -fabricated electrical connectors and terminals which mate and match, including sizes and ampacity ratings, with Equipment terminals and which are recommended by Equipment manufacturer for intended applications. Wirenut splices shall only be used for No. 10 AWG and No. 12 AWG lighting circuits, and receptacle circuits. Provide silicone filled watertight/raintight wirenuts manufactured by King Technology, or approved equivalent for receptacle circuits and light fixture circuits installed outdoors and in wet locations. Provide compression connectors for all power conductors #8 AWG and larger. C. Use connectors with temperature ratings equal to or greater than those of the wires being used. D. Power Connectors (sizes 8-3 AWG) 600V and Below: Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 30-4 1. Noninsulated ring -tongue type. 2. Ring tongue sized to match terminal stud size. 3. Brazed barrel seam. 4. Application tooling designed to crimp the wire barrel (conductor grip) with a one-step crimp. E. Power Connectors (sizes 2 AWG - 500 kcmil) 600V and Below: 1. Noninsulated one -hole rectangular tongue for sizes 2 AWG through 3/0 AWG and two -hole rectangular tongue for 4/0 AWG through 500 kcmil. 2. Application tooling shall be hydraulic operated. F. Motor Lead Termination/Splice (Low -Voltage, 600V and Below, Power Cable): 1. Splices shall be made using compression -type connectors bolted together. The compression -type connectors shall be properly sized for the cables. Reference acceptable connector manufacturer's cross-reference chart. 2. Splice to be covered with heat -shrinkable tubing connector insulators. 3. Submersible pump terminations shall be made in strict accordance with the pump manufacturer's written instructions. G. Terminal Blocks: 1. For Mounting in Terminal Boxes (TBs): a. Designed and sized for the cables being terminated. b. Thermoplastic block rated 600 volts. c. Solderless box lug type terminals for power cables d. Enclosed screw clamp connectors with pressure plate for control and instrument cables. e. Rated current carrying capacity equal to or greater than the cable being terminated. f. Terminal identification for exterior termination cabinets shall be made with engraved melamine labels. Marking strips produced by the manufacturer of the terminal block shall be permitted in boxes mounted inside structures. 2. For Mounting in Cabinets, Panels, Control Boards, etc.: a. Designed and sized for the cables being terminated. Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 30-5 b. Thermoplastic block rated 600 volts. c. Solderless box lug type terminals for power cables. Enclosed screw clamp connectors with pressure plate for control and instrument cables. d. Rated current carrying capacity equal to or greater than the cable being terminated. e. Marking strip on blocks for power cables, control and instrument cables produced by the manufacturer of the terminal block. PART 3 — EXECUTION 3.01 INSPECTION A. Inspect area and conditions under which electrical connections for Equipment are to be installed. If unsatisfactory conditions exist, do not proceed with the work until they have been corrected. 3.02 INSTALLATION OF ELECTRICAL CONNECTIONS A. Install electrical connections as indicated, as required and as specified. Provide in accordance with Equipment manufacturer's written instructions and with recognized industry practices, and complying with applicable requirements of UL and NEC to ensure that products fulfill requirements. B. Coordinate with other work, including wires/cables, raceway installation, and Equipment installation, as necessary to properly interface installation of electrical connections for Equipment with other work. C. Connect electrical power supply conductors to Equipment conductors in accordance with Equipment manufacturer's written instructions and wiring diagrams. Mate and match conductors of electrical connections for proper interface between electrical power supplies and installed Equipment. D. Cover splices with electrical insulating material equivalent to, or of greater insulation rating, than electrical insulation rating of those conductors being spliced. E. Prepare cables and wires by cutting and stripping covering armor, jacket, and insulation properly to ensure uniform and neat appearance where cables and wires are terminated. Exercise care to avoid cutting through tapes which will remain on conductors. Also avoid "ringing" copper conductors while stripping insulation from wire. F. Trim cables and wires as short as practicable and arrange routing to facilitate inspection, testing, and maintenance. Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 30-6 G. Tighten connectors and terminals, including screws and bolts, in accordance with equipment manufacturer's published torque tightening values for Equipment connectors. Accomplish tightening by utilizing proper torquing tools, including torque screwdriver, beam -type torque wrench, and ratchet wrench with adjustable torque settings. Where manufacturer's torquing requirements are not available, tighten connectors and terminals to comply with torquing values contained in UL 486A. H. Adjust overhead door and coiling door travel limit switches and torque switches in accordance with the manufacturer's instructions. I. Connect all ground conductors to equipment ground bus, equipment ground lug, or equipment enclosure (where no other equipment grounding provisions are available). J. Control conductor terminations made on terminal blocks or terminal strips shall comply with the following: 1. All control terminations shall be made by inserting the stripped, bare, conductor into the terminal wire clamp. No more than one wire shall be terminated under one wire clamp connection point. Additional terminations shall be provided using tinned copper jumper plates or fanning strips and additional terminal blocks. K. Keep conductor splices to a minimum. L. Install splice and tap connectors which possess equivalent or better mechanical strength and insulation rating than conductors being spliced. M. Use splice and tap connectors which are compatible with conductor material. N. In-line splices shall not be accepted unless provided in a junction box. 3.03 FIELD QUALITY CONTROL A. Upon completion of installation of electrical connections, and after circuitry has been energized with rated power source, test connections to demonstrate capability and compliance with both electrical and mechanical connection requirements. Ensure that direction of rotation of each motor is correct. Correct improper motor rotation, then retest to demonstrate compliance. Rotation tests for submersible pumps shall be performed in strict conformance with the pump manufacturer's written instructions. PART 4 — MEASUREMENT AND PAYMENT Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 30-7 Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 26 27 30-8 AUTOMATIC TRANSFER SWITCH SECTION 26 36 23 PART 1 — GENERAL 1.01 SCOPE A. Description This Section covers the automatic transfer switches (ATS) to be furnished, installed and tested as shown in the Drawings and as specified herein. All related accessories where required, but not specifically provided for in these Specifications, shall be included under this Section of Work. 1.02 RELATED WORK A. Section 26 05 00: Electrical Work — General B. Section 26 05 16: Electric Wires and Cables C. Section 26 05 26: Grounding D. Section 26 05 33: Electrical Conduit E. Section 26 20 00: Service and Distribution F. Section 33 09 30: Wastewater Pumping Control System 1.03 QUALITY ASSURANCE A. Acceptable Manufacturers ATS is to be supplied by the manufacturer of the existing on-site generator. Acceptable generator manufacturers is: 1. Generac B. Applicable Standards All Work shall conform to the applicable provision of the codes, standards and Specifications, as specified herein and the following: Name Abbreviation National Electrical Code NEC National Electrical Manufacturers Assoc. NEMA Underwriters Laboratories UL 1.04 SUBMITTALS The Contractor shall submit to the Owner's Representative for review drawings, product specifications and descriptions including control schematic diagrams, Village of Mount Prospect Huntington Lift Station Reconstruction 26 36 23-1 wiring connection diagrams, complete ratings, short circuit ratings together with certified test performed on similar equipment; installation instructions, operating and maintenance manuals, and field check-out, start-up and testing procedures specified in 01 33 00 for all equipment furnished. PART 2 -PRODUCT 2.01 GENERAL A. The automatic transfer switch shall be furnished complete with all necessary sensing relays for each phase of the normal power sources and the standby power source plus all necessary control relays and contacts to transfer the load from the normal power source to the emergency standby power source. Sensing and control logic shall be solid state and mounted on plug-in printed circuit boards. Printed circuit boards shall be keyed to prevent incorrect installation. Interfacing relays shall be industrial control grade plug in type with dust covers. The ATS shall be provided with normal and emergency switch position contacts for use in signaling "normal" or "emergency" status. B. The automatic transfer switch shall be listed by Underwriters Laboratory, Standard 1008. C. The ATS shall be of open construction, suitable for mounting by the Wastewater Pumping Control System supplier in the Wastewater Pumping Control System specified in Section 33 09 30 and as shown on the Drawings. 2.02 RATING AND OPERATION The automatic transfer switch designated ATS shall be rated for normal and emergency sources and shall have full 600V insulation on all main contacts and current carrying parts. The automatic transfer switch shall have 3 poles and shall be rated 225A continuous current for use on a 120/240V, 4 wire, and shall be capable of withstanding 22,000 A, interrupting/fault close RMS, symmetrical three phase short circuit current for 3 cycles without contact damage or contact separation. 2.03 DETAILS OF CONSTRUCTION A. Construction Automatic transfer switch shall be 3 -pole unit. Normal and emergency contacts shall be mechanically interlocked by the operating linkage when in the open or closed position. All parts of the mechanical driving system and mechanical interlocks shall be electrically isolated and at ground potential. B. Load Transfer Village of Mount Prospect Huntington Lift Station Reconstruction 26 36 23-2 There shall be three normal line voltage sensing relays and sequencing controls such that a loss of power in the normal incoming power line below 75% of rated voltage, loss of phase, or voltage imbalance condition of the normal feed will initiate change over to the alternative (secondary) power source, after an adjustable time delay to ignore momentary outages. Upon proper voltage level from the alternative (secondary) power source, the load shall be transferred to the secondary power source. Upon restoration of normal voltage on the utility incoming power line, the transfer panel, after an adjustable time delay, shall transfer load back to Normal Line. C. Current Carrying Contacts, Coils and Relays Current carrying contacts, coils and relays shall be readily accessible from the front for maintenance and inspection as individual units. Replacement of any part shall not require removal of the switch panel from the enclosure, or disconnecting the operating linkage or power conductors. D. Indicating Lights Indicating lights shall be identified with nameplates mounted on the front of the cabinet door. E. Test Switch Test switch shall be provided to simulate normal power failure. F. Inphase Monitoring Bidirectional Inphase Transfer System to control transfer operation between live sources. Shall provide variable transfer initiation which limits motor inrush current to magnitude or normal starting current ignoring unequal source voltages and wave shape distortion from solid state controlled loads. Operation shall be over a frequency difference range of +/-2.0 Hz. If voltage of the source carrying load drops below 70%, the inphase function shall be automatically bypassed. G. Accessories Accessories shall be provided as follows: 1. Mounted green and red pilot lights for indicating switch in normal and emergency positions, including fuses and auxiliary contacts, rated 10 amps 250 VAC. Village of Mount Prospect Huntington Lift Station Reconstruction 26 36 23-3 2. Individually mounted amber pilot lights for indicating when normal and emergency source voltages are available, including fuses and auxiliary contacts. 3. One normally open auxiliary contact which closes when an abnormal condition is detected on the normal source feed and/or the normal source is de -energized. 4. Ground Bus. 5. Two position test switch. Maintained contact for auto and momentary contact for test. 6. Adjustable close differential relays. 7. Adjustable time delay to emergency to delay transfer to emergency for 0-5 minutes. 8. Adjustable time delay on restoration to delay retransfer to normal for 0-30 minutes. 9. Adjustable time delay to override momentary normal source outages to delay all transfer switch signals for 0.5 to 10 seconds. 10. Normally open auxiliary contact for initiating change over to alternative (secondary) power source. Contact shall close upon loss of normal power. The contact shall remain closed until such time as normal power is restored and the automatic transfer switch has transferred back to the normal position. 11. Terminal boards for control wiring connection. 12. Exercise timer with minimum 30 minutes (adjustable) once per week. PART 3 - EXECUTION 3.01 FACTORY TEST AND INSPECTION Each item of equipment shall be shop -assembled and tested in accordance with the manufacturer's standard procedure. Monitor and control devices shall be functionally tested to verify correct operation and that all parts function properly. 3.02 INSTALLATION AND TESTING Village of Mount Prospect Huntington Lift Station Reconstruction 26 36 23-4 A. The Contractor shall install the equipment as shown on the Drawings in accordance with the manufacturer's recommendations. The Contractor shall adjust and calibrate the equipment after all connections are made. B. All equipment and components shall be tested by operating them a reasonable number of times to demonstrate their proper and safe installation and operation. To determine what constitutes a safe and proper installation, these Specifications, manufacturer's recommendations, guidelines set by NEC, IEEE, ANSI, OSHA, etc. shall be the norm. C. Operational tests shall be performed to verify correctness of operation, connections, and interconnections with other equipment. D. After the equipment has been made ready for operation, the Contractor shall perform field test on the automatic transfer switch. The Contractor shall furnish the services of a factory representative who shall provide final checkout of the entire installation covered by these Contract Documents and supervise the initial start-up and test of the automatic transfer switch. The tests shall include load, phase sequence, and utility power tests. Field testing shall include a simulated power failure and load transfer. E. The loads shall be operated continuously for a period of not less than 30 minutes or as otherwise mutually agreed upon between Owner, Owner's Representative and Contractor. 3.03 PAINTING A. All equipment specified in this Section shall be shop -painted with the manufacturer's standard finish. All equipment specified in this Section shall be field -painted as directed by the Owner. B. The Contractor shall be responsible for coordination of the compatibility between the manufacturer's standard finish and the field -paint specified. PART 4 - MEASUREMENT AND PAYMENT 4.01 PART 4— MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in lump sum unit price for WASTEWATER PUMPING CONTROL SYSTEM in Section 33 09 30. END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 26 36 23-5 EARTH EXCAVATION, BACKFILL, FILL AND GRADING SECTION 31 23 16 PART 1 — GENERAL 1.01 DESCRIPTION A. Perform the following earth excavation, backfill, fill and grading as indicated or specified: 1. Make excavations to accommodate piping, conduits, foundations and other structures. 2. Provide materials for backfilling excavations and constructing embankments and fills as indicated and specified. 3. Construct embankments of compacted materials. 4. Grade surfaces to meet finished grades indicated. 5. Immediately notify the Engineer if suspected hazardous materials are encountered and cease operations in that part of work. 6. Remove boulders within the excavation limits. 1.02 RELATED WORK A. Section 01570: Erosion and Sediment Control. B. Section 02100: Site Preparation. C. Section 03300: Cast -in -Place Concrete 1.03 REFERENCES A. American Society for Testing and Materials (ASTM) Publications: 1. C33: Specification for Concrete Aggregates. 2. C136: Sieve Analysis of Fine and Coarse Aggregates. 3. D421: Practice for Dry Preparation of Soil Samples for Particle Size Analysis and Determination of Soil Constants. 4. D422: Test Method for Particle -Size Analysis of Soils. 5. D1140: Test Method for Amount of Material in Soils Finer than the No. 200 (75 Fm) Sieve. 6. D1556: Test Method for Density and Unit Weight of Soil in Place by the Sand -Cone Method. Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-1 7. D1557: Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-Ib/ft3 (600 kN-m/m3)). 8. D2167: Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method.)). 9. D2922: Test Method for Density of Soil and Soil -Aggregate in Place by Nuclear Methods. (Shallow Depth). 10.D3017- Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth). 11. D4318: Test Method for Liquid Limit, Plastic Limit and Plasticity Index of Soils. 12. D4718: Practice for Correction of Unit Weight and Water Content for Soils Containing Oversized Particles. 13.D4944- Test Method for Field Determination of Water (Moisture) Content of Soil by the Calcium Carbide Pressure Tester Method. 14.D4959- Test Method for Field Determination of Water (Moisture) Content of Soil by Direct Heating Method. 15. Test Method for Rapid Determination of Percent Compaction. B. Occupational Safety and Health Administration (OSHA) Standards and Regulations contained in Title 29: Subpart P - Excavations, Trenching and Shoring. 1.04 DEFINITIONS A. Percentage of compaction is defined as the ratio of the field dry density, as determined by ASTM D1556 to the maximum dry density determined by ASTM D1557 Procedure C, multiplied by 100. B. Proof Roll: Compaction with a minimum of 4 passes of a vibratory steel drum or rubber tire roller. Vibratory plate compactors shall be used in small areas where vibratory steel drum or rubber tire roller cannot be used. C. Acceptable Material: Material which does not contain organic silt or organic clay, peat, vegetation, wood or roots, stones or rock fragments over 6 -inch [15 cm] in diameter, porous biodegradable matter, loose or soft fill, excavated pavement, construction debris, or refuse. Stones or rock fragments shall not exceed 40 percent by weight of the backfill material. D. Unacceptable Materials: Materials does not comply with the requirements for the acceptable material or which cannot be compacted to the specified or indicated density. 1.05 SUBMITTALS A. Submit the following in accordance with Section 01 33 00 - Submittals: Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-2 1. Qualifications of the Contractor's Independent Testing Laboratory as specified in Paragraph 1.06 I, four (4) weeks prior to the execution of any earth excavation, backfilling, filling, or compaction process. 2. Submit an excavation, backfilling, and filling plan at least two weeks prior to start of any earth moving activities. The review will be only for the information of the Owner and third parties for an overall understanding of the project relating to access, maintenance of existing facilities and proper utilization of the site. The Contractor shall remain responsible for the adequacy and safety of the means, methods and sequencing of construction. The plan shall include, but not be limited to the following items: a. Detailed sequence of work. b. General description of construction methods. C. Numbers, types, and sizes of equipment proposed to perform excavation and compaction. d. Details of dust control measures. e. Proposed locations of stockpiled excavation and/or backfill materials. f. Proposed surplus excavated material off-site disposal areas and required permits. g. Details of erosion and sedimentation control measures which will prevent erosion and sedimentation during the earth moving activities. 3. Laboratory testing results of gradation and moisture -density relationship. Submittal shall include specific location of the source and the date when sample was taken. 4. During Construction, submit written confirmation of fill lift thickness, in- place soil moisture content, and percentage of compaction to the Engineer before placing the next lift or constructing foundations. 1.06 QUALITY ASSURANCE AND CONTROL A. Provide in accordance with Section 01 43 00 and as specified. B. The Contractor shall be solely responsible for making all excavations in a safe manner. All excavation, trenching, and related sheeting, bracing, etc. shall comply with the requirements of OSHA excavation safety standards (29 CFR Part 1926 Subpart P) and State requirements. Where conflict between OSHA and State regulations exists, the more stringent requirements shall apply. C. Do not excavate, construct embankments, or fill until all the required submittals have been reviewed by the Engineer. Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-3 D. Formulate excavation, backfilling, and filling schedule and procedures to eliminate possibility of undermining or disturbing foundations of partially and completed structures, pipelines and embankments or existing structures and pipelines. E. Field Testing and Inspections: 1. By Contractor's independent testing laboratory, acceptable to the Engineer, at Contractor's expense as specified in Paragraph 1.06 G. 2. Location of tests mutually acceptable to testing laboratory and the Engineer or as directed by the Engineer. 3. In the event compacted material does not meet specified in-place density, recompact material and retest this area until specified results are obtained at no additional to the Owner. 4. Contractor's testing laboratory to perform inspection at least once daily to confirm lift thickness and compaction effort for entire fill area. 5. Owner will retain the services of an independent testing laboratory to conduct confirmatory testing and inspection. F. Methods of Field Testing: 1. In -Place Density: ASTM D1556, ASTM D2167, or ASTM D2922. 2. In -Place Moisture Content: ASTM D3017, ASTM D4944, or ASTM D4959. G. Material Testing Frequency: The following testing frequencies are minimum required or all structural and non-structural fill, grading and embankment. 1. Field In -Place Density and Moisture Content - Aggregate shall be compacted as specified and indicated. For other backfill and fill materials, minimum test frequency shall be as follows, and no less than one test per: a. Trenches under structures foundation preparation or roadways subbase: Every 1000 lin. ft. [300 m.] per lift. b. Trenches in areas without structures or roadways: Every 1000 lin. ft. [300 m.] per alternate lift. C. Paved Roadways: Every 200 lin. ft. [60 m.] per lift. d. Paved Areas: 3,500 sq. ft. [350 sq. m.] per lift. Village of Mount Prospect Huntington Lift Station Reconstruction 31 23 16-4 e. Under Structure: 1,000 sq. ft. [100 sq. m.] per lift. f. Around Structures: 1,500 sq. ft. [150 sq. m.] per lift. h. Embankment Fills: 10,000 sq. ft. [1000 sq. m.] per lift. 2. Moisture Density - One per source, except for aggregate. Repeat the moisture density test for every 5,000 cubic yard of material use, and whenever visual inspection indicates a change in material gradation as determined by the Engineer. 3. Gradation Analysis - A minimum of one per source and for each moisture density test and whenever visual inspection indicates a change in material gradation. 4. Owner's testing laboratory to conduct confirmatory testing at a minimum frequency of 25% of the specified frequencies in paragraph 1.06.H, or as directed by Owner's Engineer. H. Construction Tolerances: 1. Construct finished surfaces to plus or minus 1 inch [2.5 cm] of the elevations indicated. 2. Grade cut and fill areas to plus or minus 0.20 foot [6.0 cm] of the grades indicated. 3. Complete embankment edges to plus or minus 6 inches [15 cm] of the slope lines indicated. 4. Provide the Engineer with adequate survey information to verify compliance with above tolerances. I. Cut pavement with a saw or pneumatic tools to prevent damage to remaining pavement without extra compensation. Where pavement is removed in large pieces, dispose of pieces before proceeding with excavation. J. Pipes, drains, and other utilities may exist in certain locations not indicated on drawings. No attempt has been made to show all services. Completeness or accuracy of information given is not guaranteed. K. Dig test pits considered as incidental to the normal excavation as indicated and specified in this Section, at no additional compensation. Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-5 L. Carefully support and protect from damage, existing pipes, poles, wires, fences, curbings, property line markers, and other structures, which the Engineer determines must be preserved in place without being temporarily or permanently relocated. Should such items be damaged, restore without compensation therefore, to at least as good condition as that in which they were found immediately before the work was begun. M. Whenever certain existing structures, as described below, are encountered, and the Engineer so directs, change the location, remove and later restore, or replace such structures, or assist the Owner in doing so. N. In removing existing pipes or other structures, include for payment only those new materials which are necessary to replace those unavoidably damaged as determined by the Engineer. O. The preceding two paragraphs apply to pipes, wires, and other structures which meet the following: (a) are not indicated on the drawings or otherwise provided for, (b) encroach upon or are encountered near and substantially parallel to the edge of the excavation, and (c) in the opinion of the Engineer, will impede progress to such an extent that satisfactory construction cannot proceed until they have been changed in location, removed (to be later restored), or replaced. P. Restore existing property or structures as promptly as practicable. Q. If material unacceptable for foundation (in the opinion of the Engineer) is found at or below the grade to which excavation would normally be carried in accordance with the drawings and/or specifications, remove such material to the required width and depth as directed by the Engineer and replace it with aggregate, select borrow, or concrete. R. Do not remove excavation materials from the site of the work or dispose of except as directed or permitted by the Engineer. S. Haul away and dispose of surplus excavated materials at locations directed by the Engineer at no additional cost to the Owner. T. During progress of work, conduct earth moving operations and maintain work site so as to minimize the creation and dispersion of dust. Furnish and spread calcium chloride if the Engineer decides that it is necessary for more effective dust control. U. Provide suitable and safe bridges and other crossings where required for accommodation of travel, and to provide access to private property during construction, and remove said structures thereafter. Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-6 PART 2 — PRODUCTS 2.01 GENERAL A. Use only acceptable materials from excavations or borrows. B. Provide 1,500 psi [10 MPa] concrete. C. Provide Fine Aggregate conforming to ASTM C33. 2.02 EQUIPMENT A. The compaction equipment shall be selected by the Contractor, and shall be capable of consistently achieving the specified compaction requirements. The selected compaction equipment shall meet the following minimum requirements: 1. Manually operated vibratory plate compactors weighing no less than 200 pounds [90 kg] with vibration frequency no less than 1600 cycles per minute. 2. Vibratory steel drum or rubber tire roller weighing at least 12,000 pounds [5450 kg]. PART 3 — EXECUTION 3.01 SITE MAINTENANCE A. Site Leveling: Grade site as to maintain it in a level unrutted condition and to eliminate puddling of surface and subsurface water. 3.02 EXCAVATION A. Execution of any earth excavation shall not commence until the related excavation support systems, and backfill and fill materials submittals are reviewed by the Engineer and all Engineer's comments satisfactorily addressed. B. Carry out program of excavation, and excavation support systems to eliminate possibility of undermining or disturbing foundations of existing structures or of work previously completed under this contract. C. Excavate to widths that give suitable room for building structures or laying and jointing piping. D. Do not plow, scrape or dig by machinery near to finished subgrade in a manner that would result in disturbance of subgrade. Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-7 E. Excavate to lines and grades indicated in an orderly and continuous program. F. Establish limits of excavation to allow adequate working space for installing forms and for safety of personnel. G. Excavate to elevations indicated, or deeper, as directed by the Engineer, to remove unacceptable bottom material. H. Exercise care to preserve material below and beyond the lines of excavations. I. Place excavated material at the approved stockpile locations and in no case closer than 3 feet [90 cm] from edge of excavations to prevent cave-ins of bank slides. J. Regard small, less than one cubic yard, boulders, rock fragments, and concrete encountered during excavation as a normal part of in-place soils and not included for payment as rock. 3.03 SEPARATION OF EXCAVATED MATERIALS FOR REUSE: A. Remove only existing pavement that is necessary for prosecution of work. B. Carefully remove loam and topsoil from excavated areas. Store separately for further use or furnish equivalent loam and topsoil as directed. C. Carefully remove acceptable material from excavated areas and store separately for further use as backfill material. 3.04 TRENCH EXCAVATION A. When pipe is to be laid in gravel bedding or concrete cradle, excavate trench by machinery to, or just below designated subgrade. If material remaining at bottom of trench is disturbed, recompaction shall be required. B. When pipe is to be laid directly on bottom of trench, do not excavate lower part of trenches by machinery to subgrade. Remove remainder of material to be excavated just before placing of pipe by use of hand tools. Form a flat or shaped bottom, true to grade, so pipe will have a uniform and continuous bearing. Support on firm and undisturbed material between joints, except for limited areas where use of pipe slings have disturbed bottom. 3.05 DEPTH OF TRENCH Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-8 A. Excavate trenches to depths so as to permit pipe to be laid at elevations, slopes, or depths of cover indicated on drawings, and at uniform slopes between indicated elevations. 3.06 WIDTH OF TRENCH A. Make pipe trenches as narrow as practicable and do not widen by scraping or loosening materials from the sides. Make every effort to maintain sides of trenches firm and undisturbed until backfilling has been placed and compacted. B. Excavate trenches with approximately vertical sides between springline of pipe and elevation 1 ft. [30 cm] above top of pipe. 3.07 TRENCH EXCAVATION IN FILL A. Place and compact material to top of fill or to a minimum height of 1 ft. [30 cm] above top of pipe, whichever is less, when pipe is to be laid in embankment or other recently filled material. Take particular care to ensure maximum consolidation of material under pipe location. Excavate pipe trench as though in undisturbed material. 3.08 EXCAVATION NEAR EXISTING STRUCTURES A. Discontinue digging by machinery when excavation approaches pipes, conduits, or other underground structures. Continue excavation by use of hand tools. Include such manual excavation in work to be done when incidental to normal excavation and under items involving normal excavation. B. Excavate test pits when determination of exact location of pipe or other underground structure is necessary for doing work properly. 3.09 REMOVAL OF SUBSURFACE OBSTRUCTIONS A. Discontinue digging by machinery when excavation approaches pipes, conduits, or other underground structures. Continue excavation by use of hand tools. Include such manual excavation in work to be done when incidental to normal excavation and under items involving normal excavation. B. Excavate test pits when determination of exact location of pipe or other underground structure is necessary for doing work properly. 3.10 UNAUTHORIZED EXCAVATION A. When the bottom of any excavation for structures is taken out beyond limits indicated or specified, backfill, with Aggregate Base Course compacted to 95% maximum dry density. Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-9 3.11 REUSE AND DISPOSAL OF SURPLUS EXCAVATED MATERIALS A. Reuse surplus acceptable excavated materials for backfill; deposit neatly and grade so as to make or widen fills, flatten side slopes, or fill depressions; or legally dispose off-site; all as directed or permitted and without additional compensation. 3.12 SUBGRADE PREPARATION AND PROTECTION A. Remove loam and topsoil, loose vegetative matter, stumps and large roots from areas upon which embankments will be built or material will be placed for grading. Shape subgrade as indicated on drawings, and prepare by forking, furrowing, or plowing so that the first layer of new material placed thereon will be well bonded to it. B. As directed by the Engineer, overexcavate unacceptable materials below the foundation subgrade. Backfill the overexcavation with compacted Aggregate Base Course. C. Proof roll the foundation subgrade prior to backfilling and filling operation, or placing foundation concrete. D. Proof roll the pipe trench foundation subgrade prior to backfilling and filling operation, or placing soil -supported pipeline. E. Utilize excavating equipment equipped with a toothless or smooth edged, excavating bucket to expose the pipe trench foundation subgrade to avoid disturbance of the bearing surface. Tamp the exposed subgrade with the excavating bucket prior to backfilling and filling operation, or placing soil - supported pipeline. 3.13 CARE AND RESTORATION OF PROPERTY A. Enclose uncut tree trunks adjacent to work in wooden boxes of such height as may be necessary for protection from injury from piled material, equipment, operations, or otherwise due to work. Operate excavating machinery and cranes of suitable type with care to prevent injury to trees not to be cut and particularly to overhanging branches and limbs. B. Cut all branches, limbs, and roots smoothly and neatly without splitting or crushing. Neatly trim, cut the injured portions and cover with an application of grafting wax or tree healing paint as directed. Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-10 C. Protect cultivated hedges, shrubs, and plants which might be injured by the Contractor's operations by suitable means or dig up and temporarily replant and maintain. After construction operations have been substantially completed, replant in original positions and care for until growth is reestablished. If cultivated hedges, shrubs, and plants are injured to such a degree as to effect their growth or diminish in their beauty or usefulness, replace by items of equal kind and quality existing at the start of the work. D. Do not use or operate tractors, bulldozers, or other power -operated equipment on paved surfaces when their treads or wheels of which are so shaped as to cut or otherwise damage such surfaces. E. Restore surfaces damaged by the Contractor's operations to a condition at least equal to that in which they were found immediately before work commenced. Use suitable materials and methods for such restoration. 3.14 BACKFILLING - GENERAL A. Do not place, spread, roll or compact fill material during unfavorable weather conditions. If interrupted by heavy rain or other unfavorable conditions, do not resume until ascertaining that the moisture content and density of the previously placed soil are as specified. B. Do not use water jetting or flooding as a means of compaction. 3.15 MATERIAL PLACEMENT AND COMPACTION REQUIREMENTS A. Select Borrow, and Fine Aggregate: 1. Dump and spread in layers not to exceed 8 -in. [20 cm] uncompacted thickness. 2. Compact, fill and backfill under structure and bedding for pipes (from below pipe to spring line) as indicated but to not less than 95 percent. Compact to not less than 90 percent in other areas unless otherwise indicated. B. Aggregate Base Course: 1. Dump and spread in layers not to exceed 8 -in. [20 cm] uncompacted thickness. 2. Compact using self propelled vibratory steel drum or rubber tire rollers with a minimum of 4 passes in directions perpendicular to one another in open areas. In small areas, use manually operated vibratory plate compactors with a minimum of 4 passes. Village of Mount Prospect Huntington Lift Station Reconstruction 31 23 16-11 3. Compact to 95% maximum dry density. C. Bank -run Gravel and Acceptable materials for use as non-structural fill: 1. Dump and spread in layers not to exceed 12 -in. [30 cm] uncompacted thickness. 2. Compact to not less than 90 percent unless otherwise indicated. D. Backfilling and filling operation shall be suspended in areas where tests are being made until tests are completed and the testing laboratory has advised the Engineer that adequate densities are obtained. 3.16 STRUCTURAL FILL AND BACKFILL UNDER STRUCTURES A. Compact fill and backfill under structures and pavements with Aggregate Base Course. 3.17 NON-STRUCTURAL BACKFILL AROUND STRUCTURES A. Use acceptable materials for non-structural backfill around structures and compacted as specified and indicated. B. Conduct hydraulic testing as soon as practicable after structures are constructed and other necessary work has been done. Start backfilling promptly after completion of tests. C. Deposit material evenly around structure to avoid unequal soil pressure. D. Do not place backfill against or on structures until they have attained sufficient strength to support the loads (including construction loads) to which they will be subjected, without distortion, cracking, or other damage. 3.18 BACKFILLING PIPE TRENCHES A. General: 1. Begin backfilling and proceed until completed after: the pipes and conduits have been laid, joints have acquired maximum degree of hardness, pipelines and conduits have successfully passed tests and inspections as required in the Specifications, and concrete or masonry structures within the trench have reached their design strength to support all loads. 2. Backfill and compact indicated material under, around, and above pipes, conduits, and other structures to the indicated or specified compaction Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-12 density requirement. Utilize compaction devices which will not damage the pipe, conduit, or structure within the trench. 3. Do not drop backfill material into trench from a height of more than 5 ft. [150 cm], or in a manner which will damage the pipe, conduit, or other structure within trench. B. Pipe Trenches: 1. Materials: a. From below pipe to 1 ft. [30 cm] above top of pipe: Use screened gravel, or crushed stone, unless otherwise indicated. b. One foot [30 cm] above top of pipe to finished grade or to pavement subbase: Use bank -run gravel or acceptable materials, unless otherwise indicated. 2. Compacting Around Pipes: Compact material around circumference of pipe and the area between the trench wall and the pipe by hand tamping in 6 inches [15 cm] layers. 3. Compacting Above Pipe: Compact material by hand tamping. If trench width is wide enough to accommodate power tools and the compacted material over the pipe will support the load of the power tools without damage to the pipe, use rollers or other powered compaction equipment able to more readily achieve compaction requirements. 3.19 MATERIAL FOR FILLING AND EMBANKMENTS A. Use acceptable materials for filling and building embankments unless otherwise indicated. 3.20 PLACING AND COMPACTING EMBANKMENT MATERIAL A. Compact fill material as specified and indicated. B. Perform fill operation in an orderly and systematic manner using equipment in proper sequence to meet the specified compaction requirements. C. Place fill on surfaces which are free of unacceptable materials. D. Begin filling in lowest section of work area. Grade surface of fill approximately horizontal but provide with sufficient longitudinal and transverse slope to allow for runoff of surface water from every point. Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-13 E. Conduct filling so that no obstruction to drainage from other sections of fill area is created at any time. F. Reduce moisture content of fill material, if necessary, in source area by working it over under warm and dry atmospheric conditions. A large disc harrow with two to three foot diameter disks may be required for working soil in a drying operation. G. Compact uniformly throughout. Keep surfaces of fill reasonably smooth and free from humps and hollows which would prevent proper and uniform compaction. Do not permit hauling equipment to follow a single track on the same layer but direct equipment to spread out to prevent overcompaction in localized areas. Take care in obtaining thorough compaction at edges of fill. H. Slightly slope surface of fill to ensure drainage during periods of wet weather. Do not place fill while rain is falling or after a rain -storm until the Engineer considers conditions satisfactory. During such periods and upon suspension of filling operations for any period in excess of 12 hours, roll smooth the surface of fill using a smooth wheel static roller to prevent excessive absorption of rainfall and surface moisture. Prior to resuming compaction operations, remove muddy material off surface to expose firm, compacted material, as determined by the Engineer. When fill is placed against an earlier fill or against in-situ material under and around structures, including around piping beneath structures or embankments, slope junction between two sections of fill, 1 vertical to 1.5 horizontal. Bench edge of existing fill 24- in. [60 cm] to form a serrated edge of compact stable material against which to place the new fill. Ensure that rolling extends over junction between fills. J. When fill is placed directly upon another older fill, clean surface thoroughly of debris and remove any loose material. Then proof roll the entire old surface. K. After spreading each loose lift to the required thickness and adjusting its moisture content as necessary, roll with sufficient number of passes to obtain the required compaction. One pass is defined as the required number of successive trips which by means of sufficient overlap will insure complete coverage and uniform compaction of an entire lift. Do not make additional passes until previous pass has been completed. L. In case material of any fill sinks and weaves under roller or under hauling units and other equipment, required degree of compaction is not being obtained. Reduce the moisture content. If such sinking and weaving produces surface cracks, suspend operations on that part of the embankment until it becomes sufficiently stabilized. Ideal condition in fill is that attained when the entire fill below the surface being rolled is so firm and hard as to show only the slightest Village of Mount Prospect Huntington Lift Station Reconstruction 31 23 16-14 weaving and deflection as roller passes. Spread out rolling operations over the maximum practicable area to minimize condition of sinking and weaving. M. If because of defective workmanship, compaction obtained over any area is less than that required, remedy condition at no cost to Owner. If additional rolling or other means fail to produce satisfactory results, remove material in that area down to a level of satisfactory density. Perform removal, replacement, and rerolling without additional compensation. 3.21 COMPACTION CONTROL OF BACKFILL, FILL, AND EMBANKMENT A. Compact to density specified and indicated for various types of material. Control moisture content of material being placed as specified or if not specified, at a level slightly lower than optimum. B. The soil testing laboratory shall provide inspection during filling or backfilling operations to ensure compaction of aggregate and record compaction equipment in use. C. Moisture control may be required either at the stockpile area, pits, or on embankment or backfill. Increase moisture content when material is too dry by sprinkling or other means of wetting uniformly. Reduce moisture content when material is too wet by using ditches, pumps, drainage wells, or other devices and by exposing the greatest possible area to sun and air in conjunction with harrowing, plowing, spreading of material or any other effective methods. 3.22 ALLOWANCE FOR SHRINKAGE A. Build embankments or backfill to a height above finished grade which will, in the opinion of the Engineer, allow for the shrinkage or consolidation of material. Initially, provide at all points, an excess of at least one percent of total height of backfill measured from stripped surface to top of finished surface. B. Supply specified materials and build up low places as directed, without additional cost if embankment or backfilling settles so as to be below the indicated level for proposed finished surface at any time before final acceptance of the work. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. C1]PM01 LTAIa10111 A. Payment for the Work specified in this Section will be made at the lump sum Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-15 prices for: 1. EARTHWORK a. Includes all work in this section with exception of 4.02.A.2 below. 2. COMPACTED CA -6 SUBGRADE a. Under wet well, manhole, traffic box enclosure, valve vault, meter vault, and transformer pad. b. Subgrade for sidewalk construction shall be included in the contract unit pricing for CONCRETE SIDEWALK, 5" as specified in Section 03 30 00. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 3123 16-16 DEWATERING SECTION 31 23 19 PART 1 — GENERAL 1.01 DESCRIPTION A. Section includes specifications for temporary dewatering systems. B. Refer to Section 02 06 14 — Geotechnical Data Report and the Proposed Lift Station plan and details for soil know groundwater elevations. 1.02 SYSTEM DESCRIPTION A. Remove water which accumulates in excavations during the progress of work so that all work can be done in the dry, unless otherwise approved by the Engineer. Keep excavated areas free from water while underground utilities or structures are constructed, while concrete is setting and until backfill or elements of the structure have been placed to a sufficient height to anchor the work against possible leakage or buoyant uplift forces. A height to anchor the work against buoyant uplift forces shall be considered sufficient when the dead load weight of the backfill or elements of the structure exceeds the uplift forces by a minimum factor -of -safety of 1.5. B. In addition to the other requirements specified herein, design the dewatering systems to perform as follows: 1. Prevent damage to adjacent properties, buildings, structures, utilities, and other work as a result of settlement or other groundwater -related effects. 2. At all times, maintain groundwater levels over the entire excavation a minimum of 2 feet below the excavation grade. C. At all times, have on the work site sufficient pumping equipment for immediate use, including standby pumps for use in case other pumps become inoperable. Dispose of water in accordance with the detailed requirements specified herein and so as to cause no injury to personnel or the public, damage to public or private property, nor menace to the public health. D. Design dewatering system to prevent pumping fines from below grade or disturbing materials exposed at the excavation bottom. Wells shall be cased, and filter(s) shall be provided to prevent such pumping of fines. E. Provide a sufficient number of monitoring wells to confirm the following: Village of Morton Grove Huntington Lift Station Reconstruction 3123 19-1 1. The dewatering system is performing as intended and is achieving the specified reduction in groundwater levels. 2. Construction site groundwater levels inside and outside dewatered excavations to determine the acceptability of removing the dewatering system from operation. F. Furnish container for construction dewatering complete with baffles for the purpose of filtering silt prior to discharge of water. Size container or containers to suit dewatering and storage demands. G. If the approved methods include displacing groundwater as concrete or other work is placed in excavations, the dewatering system shall capture groundwater as it is displaced and follow the procedures herein for its containment, analysis, and discharge. H. Obtain jurisdictional authority's specific discharge requirements prior to commencement of dewatering. 1.03 SUBMITTALS A. Submit dewatering plan including shop drawings and design data including the following elements: 1. The proposed type of dewatering system. 2. Arrangement, location, and depths of system components. 3. Complete description of equipment and instrumentation to be used, with installation, operation and maintenance procedures. 4. Types and sizes of filters. 5. Design calculations demonstrating adequacy of the proposed system and equipment. 6. Methods of disposal of pumped water. 7. Method of water quality monitoring. 8. Type of filtration and chemical treatment of contaminated water, as applicable. 9. Well point system design, if proposed: Submit design complete with calculations and shop drawings. Village of Morton Grove Huntington Lift Station Reconstruction 3123 19-2 10. Method for establishing and monitoring construction site groundwater levels. 11. Criteria for determining the acceptability of removing the dewatering system from operation. B. Prior to removing the dewatering system from operation, submit documentation and calculations verifying that the approved criteria for determining the acceptability of removing the system from operation have been met. 1.04 DELIVERABLES A. Submit copies of permits required for work of this Section. 1.05 QUALITY ASSURANCE A. Well point design, if applicable, shall be prepared, signed, and sealed by a geotechnical engineer registered by the State of Illinois and qualified and experienced to perform such design. PART 3 — EXECUTION 3.01 DEWATERING A. Except as otherwise indicated in the Contract Documents, perform dewatering to accomplish a lowering of measured static ground water level to an elevation which is suitable for the construction of structures below grade. B. When pumping is required to reduce groundwater levels, accomplish pumping in a manner that will not disrupt the surrounding environment. C. Refer to General Provisions 7.10, Sound and Light Control Requirements, for noise control requirements. The Contractor may, during the daylight hours of 8:30 AM to 4:30 PM, use power plants to operate the dewatering pumps. During all other hours, power to run the pumps shall be electric and obtained from the electric power utility in accordance with Section 01 50 00, Construction Facilities, unless otherwise authorized by the Engineer and jurisdictional authorities. D. If any dewatering well pumps fines, terminate pumping and construct new well at a different location with a revised design which eliminates the pumping of fines. E. Do not turn off the dewatering system in a manner that the upsurge in water weakens the subgrade for completed excavation and structure foundation work. F. Remove storage containers, including those cleaned, and other dewatering facilities from the site at the completion of dewatering operations. Village of Morton Grove Huntington Lift Station Reconstruction 3123 19-3 3.02 CONTAINMENT, ANALSYSIS, AND DISCHARGE OF GROUNDWATER EXTRACTED A. Containment: Upon extraction, store groundwater extracted in the process of construction dewatering in containers prior to discharge or disposal of water, as applicable. Keep containers locked to prevent accidental or purposeful discharge of the water. Contain and store the water on-site and in such a manner that it will not interfere with the Contractor's existing or continued construction operations. B. Analysis: Collect and analyze water samples taken directly from each storage container to verify that the extracted groundwater meets applicable discharge requirements. Number of samples taken per container shall be at the sole discretion of the Engineer. C. Discharge Requirements: Discharge no water which exceeds regulatory requirements or the jurisdictional authority's discharge requirements. D. Discharge: Obtain jurisdictional authority's specific discharge requirements prior to commencement of dewatering. Subject to the discharge restrictions specified herein and upon written authorization from the jurisdictional authority, discharge effluent from dewatering directly into existing sanitary manholes, where said sewer system is in operating condition. Provide conduits to carry said effluent to nearest sanitary sewer manhole and drainage to the nearest storm drainage. Confirm that manholes to be utilized are in operating condition. Release water in a manner that will not impact the Contractor's operations. E. Disposal: In the event that extracted groundwater does not meet the discharge requirements criteria, provide for the disposal of the extracted groundwater in accordance with General Provisions 7.16, Disposal of Material Outside of the Work Site. Clean dewatering containers, piping, pumps, and other dewatering facilities contaminated as a result of the Work. F. Use: Extracted groundwater of sufficient quality as shown by test data may be used on site with Engineer's written approval for those purposes approved by the Engineer. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Measurement will not be made for DEWATERING. 4.02 PAYMENT B. Payment for work in this section will be made at the Lump Sum unit price for DEWATERING. --- END OF SECTION --- Village of Morton Grove Huntington Lift Station Reconstruction 31 23 19-4 SHORING, SHEETING, AND BRACING SECTION 31 41 00 PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: Work required for protection of an excavation or structure through shoring, sheeting, and bracing. 1.02 SUBMITTALS A. General: Provide all submittals, including the following, as specified in Section 01 3300. B. Contractor's Submittals: Submit a Certificate only, signed and sealed by a Licensed Professional Engineer experienced in Structural Engineering and registered in the State of Illinois, that certifies that the Licensed Professional Engineer has evaluated and approved the Contractor's excavation plan and has prepared complete design calculations and working drawings for the shoring, sheeting and bracing, not specifically shown on the Contract Drawings, which will be used for excavation support. 1.03 REFERENCES A. Codes and standards referred to in this Section are: 1. All Federal, State and local laws and regulations applying to the design and construction of shoring, sheeting and bracing. 2. National Bureau of Standards Building Science Series 127 "Recommended Technical Provisions for Construction Practice in Shoring and Sloping Trenches and Excavations." PART 2 — PRODUCTS 2.01 MANUFACTURERS AND MATERIALS A. Use manufacturers and materials for shoring, sheet and bracing as recommended by the Contractor's Licensed Professional Engineer who designed the shoring, sheeting, and bracing. Products shall be subject to the review of the Owner's Representative. B. Fabrication of sheeting / shoring / bracing shall be in accordance with applicable requirements of IDOT Standard Specification Article 505.04. Village of Mount Prospect Huntington Lift Station Reconstruction 314100-1 PART 3 — EXECUTION 3.01 SHORING, SHEETING AND BRACING INSTALLATION A. General: Provide safe working conditions, prevent shifting of material, prevent damage to structures or other work, and avoid delay to the work, all in accordance with applicable laws and regulations. Properly shore, sheet, and brace all excavations that are not cut back to the proper slope, as determined by the Contractor's Licensed Professional Engineer. 1. Take sole responsibility for the design and adequacy of shoring, sheeting and bracing not shown on the Contract Drawings. 2. Take sole responsibility for the methods of installation of the shoring, sheeting and bracing. B. Arrange shoring, sheeting and bracing so as not to place any strain on portions of completed work until the general construction has proceeded far enough to provide ample strength. C. If the Contractor or its Licensed Professional Engineer is of the opinion that at any time the Contractor's excavation plan, shoring, sheeting or bracing is inadequate or unsuited for the purpose, take immediate and appropriate action. Provide a new Certificate if the Contractor's excavation plans, shoring, sheeting or bracing require modifications. D. Monitoring: Periodically monitor horizontal and vertical deflections of sheeting, shoring and bracing. E. Accurately locate all underground utilities and take the required measures necessary to protect them from damage. All underground utilities shall be kept in service at all times as specified in Division 1. F. Remove shoring, sheeting and bracing as the excavation is refilled in a manner to avoid the caving in of the bank or disturbance to adjacent areas or structures or pipe bedding. 1. Carefully fill voids left by the withdrawal of the shore, sheeting and bracing. No separate payment will be made for the filling of such voids. 2. If pipe bedding is disturbed, re -compact it to meet specified density requirements. Village of Mount Prospect Huntington Lift Station Reconstruction 314100-2 G. Permission for Removal: Obtain permission from the Contractor's Licensed Professional Engineer before the removal of any shoring, sheeting or bracing. Retain the responsibility for injury to structures or to other property or persons for failure to leave such shoring, sheeting and bracing in place even though permission for removal has been obtained. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT: A. Payment for the Work specified in this Section will be made at the lump sum prices for TEMPORARY SOIL RETENTION SYSTEMS. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 314100-3 FLEXIBLE PAVEMENT PATCHES SECTION 32 01 17 PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: Furnishing of all materials, labor, and equipment to repair and restore all pavements removed, displaced, damaged, or otherwise disturbed during the progress of construction. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 31 23 16: Earth Excavation, Backfill, Fill and Grading. 1.03 SUBMITTALS A. General: Provide pavement mixes conforming to IDOT Standard Specifications for Road and Bridge Construction, Current Edition (IDOT SSRBC), Section 442, and the Pavement Patch Detail provided on the plans. 1.04 QUALITY ASSURANCE A. General: Perform Work in accordance with IDOT SSRBC. B. Temperature: Do not place asphalt when base surface temperature is less than 30 degrees F, or when surface is wet or frozen. PART 2 — PRODUCTS 2.01 MATERIALS A. Materials shall conform to applicable sections of IDOT SSRBC, Section 442. PART 3 — EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. Construction shall conform to applicable sections of IDOT SSRBC, Section 442. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Pavement patching will be measured for payment in place, and the area computed in square yards. Village of Mount Prospect Huntington Lift Station Reconstruction 32 01 17-1 4.02 PAYMENT: A. Payment for the Work specified in this Section will be made at the contract unit price per square yard for FLEXIBLE PAVEMENT PATCHING. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 32 01 17-2 TOPSOIL, SEEDING & INCIDENTAL RESTORATION SECTION 32 92 00 PART 1 — GENERAL 1.01 SCOPE A. This Section covers the Work required for the incidental restoration of plain grassy areas impacted by all related infrastructure improvements scheduled for the area involved, and all things necessary for preparing, placing, and maintaining topsoil, seed and mulch in accordance with these Specifications and as shown on the Drawings. All disturbed areas shall be restored with topsoil, seed and mulch. The Work of this Section includes, but is not limited to the following: 1. Preparation of sub -grade to receive topsoil. 2. Placing, raking and leveling of topsoil as required to prepare for seed and mulch. 3. Placing of seed and mulch. 4. Maintenance of seed and mulch. 1.02 QUALITY ASSURANCE A. Work of this Section shall conform to the applicable requirements of the IDOT Standard Specifications Sections 250 and 251, modified as herein specified. B. As a measure of the quality of Work to be performed, the Contractor shall be responsible for restoring all disturbed areas to original conditions (as a minimum). 1.03 SUBMITTALS A. Contractor shall submit to the Owner's Representative for review prior to procurement of the materials, the brand name and mixture of the seed, and the brand name and chemical composition of the fertilizer. PART 2 — PRODUCTS 2.01 TOPSOIL A. Topsoil for seeded areas shall be 4 inches in thickness as a minimum. Village of Mount Prospect Huntington Lift Station Reconstruction 32 92 00-1 B. No spreading of topsoil will be permitted until subgrade is approved by the Owner's Representative. C. Topsoil shall be a finely pulverized, fertile, friable, rich, black dirt free of lump/clots and without admixture of sub -soil, or any material toxic to plant growth. D. Topsoil shall be of uniform quality and free of large roots, stick, hard clay, weeds, brush, stones or other litter or waste products and shall have demonstrate, in its original location, the ability to grow healthy grass. E. Topsoil shall not be delivered or spread in muddy or frozen condition. 2.02 SEED A. Seed shall be native to the area and shall be in accordance with the applicable requirements of IDOT Standard Specification, Article 250.02. B. Seeding Mixture shall be equivalent to IDOT Class 1A, Salt Tolerant Lawn Mixture. 2.03 MULCH A. Mulch shall be native to the area and shall be in accordance with the applicable requirements of IDOT Standard Specification, Article 251.02. B. Mulch shall be applied in accordance with Method 1, hand or machine application of straw mulch, in accordance with Article 251.03(c) of the IDOT Standard Specifications. PAIE,=9:4:i911IFA III :7 A. All fertilizer used shall be a commercial mixture providing a complete plant food and containing nitrogen, phosphorous and potash in the proportions of 5 percent water soluble nitrogen, 3 percent available phosphorous and 2 percent water soluble potash or in other similar proportions approved by the Owner's Representative. The Contractor shall obtain approval from the Owner's Representative of the fertilizer proposed to be used before delivery of the fertilizer to the Work Site. B. Fertilizer shall be provided at 180 pounds of fertilizer nutrients per acre applied at a 5:3:2 ratio as follows: Nitrogen Fertilizer Nutrient 90 lbs/acre Phosphorus Fertilizer Nutrient 54 lbs/acre Potassium Fertilizer Nutrient 36 lbs/acre Village of Mount Prospect Huntington Lift Station Reconstruction 32 92 00-2 C. All commercial fertilizer (5-3-2) shall be delivered in standard size bags of the manufacturer, showing weight, analysis and name of manufacturer. The fertilizer shall be stored in such a manner that its effectiveness shall not be impaired, and as directed by the Owner's Representative. PART 3 — EXECUTION 3.01 GENERAL A. Restoration of the plain grassy areas shall consist of removing all surplus excavated material; and after suitable settlement time (where settlement may be expected due to other excavation work of these Specifications) then installing (as a minimum) four inch (4") layer of topsoil raked into place and seeding the area to be restored. For all seeded areas, straw mulch shall be placed to retain the seed and water. The Contractor shall be responsible for the maintenance of seeded areas as specified herein. 3.02 PLACING TOPSOIL A. Place topsoil in all areas where sodding and planting will be performed. Place to the required depths, up to finished grade elevations. B. Use topsoil in relatively dry state. Place during dry weather. C. Fine grade topsoil, eliminating rough and low areas to ensure positive drainage. Maintain levels, profiles and contours of subgrades. D. Remove stone, roots, grass, weeds, debris and other foreign material while spreading. E. Manually spread topsoil around trees, plants, equipment and building(s) to prevent damage which may be caused by grading equipment. F. Lightly compact placed topsoil. 3.03 MAINTENANCE A. The Contractor shall furnish all watering equipment for planting and maintenance until Final Payment. B. All seeded areas shall be maintained by the Contractor until the Work is accepted with a minimum maintenance period of 30 days commencing with the completion of seed installation. Village of Mount Prospect Huntington Lift Station Reconstruction 32 92 00-3 B. Maintenance shall consist of watering, mowing, fertilizing and repair of damaged areas as directed by the Owner's Representative. C. Erosion, damage or other irregularity requiring repair during the maintenance period shall be made as directed by the Owner's Representative. D. When directed by the Owner's Representative, any defective or unsatisfactory Work shall be removed and replaced by the Contractor at the Contractor's expense, if such defective or unsatisfactory Work is determined by the Owner's Representative to be the fault of the Contractor. PART 4 — MEASUREMENT AND PAYMENT Work specified in this Section will not be measured or paid for as a separate item, but shall be considered as included in the prices bid for the various pay items of work involved. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 32 92 00-4 DUCTILE -IRON PIPE AND FITTINGS SECTION 33 05 19 PART 1 -GENERAL 1.1 DESCRIPTION: A. Provide and test ductile -iron pipe and fittings, as indicated and specified. B. Options: 1. For buried exterior pipelines provide push -on joint pipe. a. Provide restrained push -on pipe as indicated and specified. b. Provide either restrained push -on joint fittings as specified and indicated or provide mechanical joint fittings with restraint system as specified herein. 2. For piping exposed as in buildings and galleries, provide flanged or rigid joint, grooved -coupled pipe and fittings. 3. Cast iron pipe and fittings are not acceptable. 1.2 RELATED WORK: A. Section 31 23 16: Earth Excavation, Backfill, Fill and Grading B. Section 22 10 00: Process Valves and Appurtenances C. Section 22 13 19: Process Piping and Appurtenances 1.3 REFERENCES: A. American National Standards Institute, Inc. (ANSI) Standards: 1. A21.4: Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water. Village of Mount Prospect Huntington Lift Station Reconstruction 33 05 19-1 2. A21.10: Ductile -Iron and Gray -Iron Fittings, 3 in. through 48 in., for Water and Other Liquids. 3. A21.11: Rubber -Gasket Joints for Ductile -Iron and Gray -Iron Pressure Pipe Fittings. 4. A21.15: Flanged Ductile -Iron Pipe with Threaded Flanges. 5. A21.50: Thickness Design of Ductile -Iron Pipe. 6. A21.51: Ductile -Iron Pipe, Centrifugally Cast in Metal Molds, or Sand - Lined Molds, for Water or Other Liquids. 7. A21.53: Ductile -Iron Compact Fittings, 3 -in through 16 -in. for Water and Other Liquids. 8. B16.1: Cast -Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250, and 800. 9. B16.21: Nonmetallic Flat Gaskets for Pipe Flanges. 10. B16.42: Ductile Iron Pipe Flanges and Flanged Fittings. B. American Society for Testing and Materials (ASTM) Publications - 1 . ublications:1. A307: Carbon Steel Bolts and Studs, 60,000 psi Tensile. C. American Water Works Association (AWWA) Standards: 1. C606: Grooved and Shoulder Joints. 1.4 SUBMITTALS: A. Submit the following in accordance with Section 01 33 00- 1 . 0: 1. Piping layouts in full detail. 2. Location of pipe hangers and supports. 3. Location and type of thrust blocks. 4. Large scale details of wall penetrations and special castings. 5. Schedules of all pipe, fittings, special castings, couplings, expansion joints, and other appurtenances. Village of Mount Prospect Huntington Lift Station Reconstruction 33 05 19-2 B. Certificates: Sworn and notarized certificates in duplicate of shop tests showing compliance with appropriate standard. C. Manufacturer's Literature: 1. Catalog cuts of joints, couplings, harnesses, expansion joints, gaskets, fasteners and other accessories. 2. Brochures and technical data on coatings and lining's and proposed method of application. 1.5 QUALITY ASSURANCE: A. Provide in accordance with Section 01 43 00 and as specified. B. Inspect and test at foundry according to applicable standard specifications. C. Owner reserves right to inspect and test by independent service at manufacturer's plant or elsewhere at his own expense. D. Visually inspect before installation. 1.6 DELIVERY, STORAGE AND HANDLING: A. Provide in accordance with Section 01 60 00 and as specified. PART 2 - PRODUCTS 2.1 PIPE: /GWoil C• raWens 1. Design conforming to ANSI A21.50. 2. Manufacture conforming to ANSI A21.15 or ANSI A21.51. 3. Thickness class, unless otherwise indicated or specified: a. Minimum Thickness Class 52. b. Minimum thickness Class 53 for use with threaded flanges. c. Minimum thickness Class 53 for use with flanged pipe. d. Minimum thickness for use with grooved couplings conforming to AWWA C606. Village of Mount Prospect Huntington Lift Station Reconstruction 3305 19-3 2.2 PIPE FOR USE WITH COUPLINGS: A. As specified above except ends shall be plain. B. With bolted split sleeve couplings, ends cast or machined at right angles to axis. C. With grooved type coupling - 1 . oupling: 1. Ductile -Iron of thickness class specified above. 2. Grooved End dimensions conforming to AWWA C606 for flexible or rigid joints to suit joint requirements. 2.3 FITTINGS: A. Provide fittings conforming to ANSI A21.10 or ANSI A21.53, at least Class 150. B. Provide all bell push -on or mechanical -joint fittings unless otherwise indicated or specified. C. Face and drill flanged fittings conforming to ANSI A21.10 except special drilling or tapping as necessary for correct alignment and bolting. D. If flanged fittings are not available under ANSI A21.10 provide fittings conforming to ANSI B16.1 in 125 Ib. pressure class. E. Provide standard base fittings where indicated. F. Provide grooved -end fittings ductile -iron conforming to ANSI A21.10 (AWWA C110) for center -to -face dimensions. 1. End preparation for grooved -ends conforming to AWWA C606 for flexible or rigid joints as required by type of joint. 2.4 NONSTANDARD FITTINGS: A. Acceptable design. B. Same diameter and thickness as standard fittings. C. Manufactured to meet requirements of same specifications as standard fittings except for laying length and types of ends. Village of Mount Prospect Huntington Lift Station Reconstruction 33 05 19-4 2.5 WALL CASTINGS: A. Provide size and type indicated. B. Wall Castings: Conform to requirements of ANSI A21.10 or fabricate of Class 53 ductile iron pipe with screwed on flanges and welded on waterstop. C. Provide water stop centered in wall. Weld water stops on in factory under controlled conditions to ensure adequate strength to permit waterstop to absorb thrust up to the pressure rating of the pipe. Wall Castings with annealed ductile iron water stops Pipe Size Waterstop thickness, in 4"-12" 0.50 14"-24" 0.75 Wall Castings with fabricated steel water stops Pipe Size Waterstop thickness, in 4"-16" 0.25 18"-24" 0.38 D. On flanged wall castings, provide space between the wall and flange to permit mounting the nuts on the flange bolts. E. Flanged wall castings located with the flange flush with the wall are not acceptable. F. Locate push -on joint wall castings with space between the bell and the wall to insert the follower bolts. G. As an option, fabricated wall pipe of Schedule 40 Type 316L stainless steel may be substituted for wall castings specified above. Provide with waterstops of above dimensions and welded continuously on both sides of stop. Flanges of Type 316 stainless steel. Bolts for connection to buried pipe Type 316 stainless steel. Provide flange insulation gaskets, sleeves and washers for all flanges. 2.6 ADAPTERS: A. Furnish and install for joining pipe of different types, unless solid sleeves indicated. 1. Provide ends conforming to above specifications for appropriate type of joint, to receive adjoining pipe. 2. Joining two classes of pipe may be of lighter class provided annular space in bell- and -spigot type joints sufficient for jointing. Village of Mount Prospect Huntington Lift Station Reconstruction 3305 19-5 2.7 JOINTS: A. Provide push -on joint and mechanical joint pipe as indicated with necessary accessories, conforming to ANSI A21.11. 1. Provide gasket composition suitable for exposure to liquid within pipe. B. Provide pipe flanges and accessories conforming to ANSI A21.15. 1. Provide flat faced flanges. 2. Provide 1/8 in. thick, full faced gaskets suitable for exposure to liquid within pipe. C. Provide restrained joint on pipe and fittings where indicated. Provide restrained joint which is: 1. Boltless 2. Capable of being deflected after assembly 3. Designs using set screws or requiring field welding are not acceptable. 4. Manufacturers: a. American Cast Iron Pipe Co. Flex -Ring. b. U.S. Pipe TR FLEX. c. Clow Super -Lock. d. Or acceptable equivalent. 2.8 MECHANICAL JOINT FITTINGS — RESTRAINT SYSTEM A. Provide restraint devices for pipe consisting of multiple gripping wedges incorporated into a follower gland meeting requirements of ANSI/AWWA C1 10/A21.10. 1. Mechanical joint restraint shall require conventional tools and installation procedures per AWWA C600, retaining full mechanical joint deflection during assembly and allowing joint deflection after assembly. 2. Provide actuation of the gripping wedges ensured with torque limiting twist off nuts. Village of Mount Prospect Huntington Lift Station Reconstruction 3305 19-6 3. Provide restraint devices Listed by Underwriters Laboratories (3" through 24" inch size) and Approved by Factory Mutual (3" through 12" inch size). B. Working Pressure Rating: 1. 16 -in and Smaller: 350 psi 2. 18 -in and Larger: 250 psi 3. Minimum safety factor of 2 to 1. C. Materials: 1. Gland body, wedges and wedge actuating components: Grade 65-45-12 ductile iron in accordance with ASTM A536. 2. Ductile iron gripping wedges: Heat treated, 370 to 470 BHN. 3. Provide three (3) test bars incrementally poured per production shift as per Underwriter's Laboratory (U.L.) specifications and ASTM A536. Testing for tensile, yield and elongation in accordance with ASTM E8. 4. Provide chemical and nodularity tests performed as recommended by the Ductile Iron Society, on a per ladle basis. 5. Provide an identification number consisting of year, day, plant and shift (YYDDD)(plant designation)(Shift number) cast into each gland body. 6. Record all physical and chemical test results such that they can be accessed via the identification number on the casting. Provide the Material Traceability Records (MTR's) available, in hard copy. D. Manufacturer: 1. EBAA Iron MegaLug Series 1100 or acceptable equivalent product 2.9 FLANGE ADAPTORS: A. Provide restrained flange adaptors for pipe consisting of multiple individual gripping wedges incorporated into a follower gland meeting requirements of ANSI/AWWA C110/A21.10. Provide actuation of the gripping wedges ensured with torque limiting twist off nuts. Village of Mount Prospect Huntington Lift Station Reconstruction 3305 19-7 2. Provide restraint devices Listed by Underwriters Laboratories (3 -in through 12 in size) and Approved by Factory Mutual (4 -in through 12 -in size). B. Joint Deflection capability: 1. 3 -in thru 8 -in: 5 degrees 2. 10 -in and 12 -in: 3 degrees 3. 14 -in and 16 -in: 2 degrees C. Provide flange adaptor to maintain seal with and 0.6 inch gap between end of pipe and mating flange D. Working Pressure Rating: 1. 16 -in and Smaller: 350 psi 2. 18 -in: 300 psi 3. Minimum safety factor of 2 to 1. E. Materials: 1. Gland body, wedges and wedge actuating components: Grade 65-45-12 ductile iron in accordance with ASTM A536. 2. Ductile iron gripping wedges: Heat treated, 370 to 470 BHN. 3. Provide three (3) test bars incrementally poured per production shift as per Underwriter's Laboratory (U.L.) specifications and ASTM A536. Testing for tensile, yield and elongation in accordance with ASTM E8. 4. Provide chemical and nodularity tests performed as recommended by the Ductile Iron Society, on a per ladle basis. 5. Provide an identification number consisting of year, day, plant and shift (YYDDD)(plant designation)(Shift number) cast into each gland body. 6. Record all physical and chemical test results such that they can be accessed via the identification number on the casting. Provide the Material Traceability Records (MTR's) available, in hard copy. F. Manufacturer: Village of Mount Prospect Huntington Lift Station Reconstruction 33 05 19-8 1. EBAA Iron MegaFlange Series 2100 or acceptable equivalent product 2.10 FLEXIBLE CONNECTIONS: A. Provide double -ball flexible expansion joint. Flexible expansion joints shall be manufactured of ductile iron in accordance with ASTM A536 Grade 65-45-12. 2. Each flexible expansion joint shall be capable of deflecting and expanding at the same time. 3. Each ball joint shall possess an external rubber boot to prevent penetration of outside debris. 4. All hardware nuts, bolts and straps shall be type 304 stainless steel. 5. All ductile iron components shall be coated internally and externally with 15 mils of fusion bonded epoxy and shall be holiday testes with a 1500 volt spark test, both of which conform to the requirements of ANSI/AWWA C213. 6. Every flexible joint unit shall be cycled and pressure tested at 350 PSI for Y- 24" and 250 PSI for 30" and above prior to shipment. Flexible expansion joints shall be Star Pipe Products, Starflex Series 5000 or approved equal. 2.11 BOLTED SPLIT SLEEVE COUPLINGS: A. Provide in accordance with Section 22 13 19. B. Pressure rating at least equal to that of related pipeline. C. Provide with gaskets of composition suitable for exposure to liquid within pipe. 2.12 GROOVED COUPLINGS: A. Conform to AWWA C606. B. Minimum pipe wall thickness specified under "Pipe For Use With Couplings." C. Where grooved couplings are indicated to provide for expansion or flexibility, cut pipe grooves to provide necessary expansion or flexibility. D. Where grooved couplings are used instead of flanged joints, joint to be of rigid type with pipe grooves cut to bring pipe ends together. Beam strength of joint shall be equal to or greater than that of flanged joint. E. Hardware: Type 316 Stainless Steel Village of Mount Prospect Huntington Lift Station Reconstruction 33 05 19-9 F. Manufacturer: 1. Victaulic Company or acceptable equivalent product. 2.13 FILLING RINGS: A. Provide where necessary. B. Materials, workmanship, facing, and drilling, conforming to 125 -Ib. ANSI Standard. C. Suitable length with nonparallel faces and corresponding drilling, if necessary, for correct assembly of adjoining piping or equipment. 2.14 CONNECTIONS -TAPPED: A. Provide service saddles for all taps for lines 24 -inch and smaller. 1. Body: Ductile iron ASTM A395 or Bronze. 2. Straps and Hardware: Type 316 stainless steel. 2.15 GASKETS, BOLTS, AND NUTS: A. Provide ring or full face synthetic rubber gaskets for flanged joints and neoprene faced phenolic for insulating gaskets. i�IE:NaMoIMN B. Make flanged joints with: 1. Bolts. 2. Bolt studs with nut on each end. 3. Studs with nuts where flange is tapped. 4. Plastic bolt sleeves and washers for insulating joints. C. Number and size of bolts conform to same ANS as flanges. D. Provide bolts and nuts, except as specified or indicated, Grade B, ASTM A307. E. Provide bolt studs and studs of same quality as machine bolts. F. Provide Type 316 stainless steel bolts, washers and nuts in the following areas: Village of Mount Prospect Huntington Lift Station Reconstruction 33 05 19-10 1. Submerged 2. Wet Wells 3. Chemical Area PART 3 - EXECUTION 3.1 INSPECTION BEFORE INSTALLATION: A. Visually inspect. 3.2 HANDLING AND CUTTING: A. Mark pipe and fittings "Rejected" and remove from site when cracked or has received a severe blow. B. If permitted, cut on sound barrel at a point at least 12 in. from visible limit of crack, at Contractor's expense. C. Machine cut with milling type cutters, knives, or saws. Snap cutters, torch, or hammer and chisel NOT ALLOWED. Examine for possible cracks. D. Chamfer cut ends if used for push -on joints. E. Do not cut polyethelene lined pipes. F. Do not cut glass lined pipes. 3.3 INSTALLATION: A. Piping Support: Provide in accordance with Section 22 13 13. B. Pipe and Fittings: 1. Remove and replace defective pieces. 2. Clear of all debris and dirt before installing and keep clean until accepted. 3. Lay accurately to lines and grades indicated or required. Provide accurate alignment, both horizontally and vertically. 4. Provide firm bearing along entire length of buried pipelines. 5. Do not allow deflection of alignment at joints to exceed permissible Village of Mount Prospect Huntington Lift Station Reconstruction 33 05 19-11 deflection as specified below: PIPE DEFLECTION ALLOWANCES Maximum permissible deflection, in.* Size of pipe, in Push -on joint Mechanical joint 4 19 31 6 19 27 8 19 20 10 19 20 12 19 20 * Maximum permissible deflection for 20 -ft. lengths; for other lengths in proportion of such lengths to 20ft. a. For push -on joint or similar pipe, clean bell of excess tar or other obstruction and wipe out before inserting next pipe spigot. Shove new pipe into place until properly seated and hold securely until joint completed. b. Set castings to be encased in concrete accurately with bolt holes, if any, carefully aligned. Clean off rust and scale before setting. C. Temporary Plugs: When pipe laying not in progress, close open ends of pipe with temporary watertight plugs. If water in trench, do not remove plug until danger of water entering pipe passed. D. Appurtenances: Set valves, fittings and appurtenances as indicated. 3.4 JOINTS AND COUPLINGS: A. Push -on Joints: 1. Insert gasket into groove bell. Apply thin film of nontoxic gasket lubricant over inner surface of gasket in contact with spigot end. 2. Insert chamfered end into gasket. Force pipe past it until it seats against socket bottom. B. Flanged Joint: 1. Make up tight. 2. Do not put strain on nozzles, valves, and other equipment. Village of Mount Prospect Huntington Lift Station Reconstruction 3305 19-12 C. Mechanical Joints: 1. Wire brush surfaces in contact with gasket and clean gasket. 2. Lubricate gasket, bell, and spigot with soapy water. 3. Slip gland and gasket over spigot, and insert spigot into bell until seated. 4. Seat gasket and press gland firmly against gasket. 5. After bolts inserted and nuts made finger -tight, tighten diametrically opposite nuts progressively and uniformly around joint by torque wrench. Torque bolts to values specified above. D. Flexible Connections: 1. Flexible connections shall not be used to correct mis-alignments made during construction, but shall be installed with minimal alignment change between flanged ends.. E. Grooved Couplings - 1 . ouplings: 1. Clean grooves and other parts 2. Coat ends of pipe and outside of gasket with soft soap or silicone and slip gasket over one pipe end. 3. Bring pipes to correct position and center gasket over pipe ends with lips against pipe. 4. Place housing sections, insert bolts and tighten nuts until housing sections in metal- to -metal contact. 5. After assembly and inspection and before backfilling, coat exterior surfaces of buried couplings, including bolts and nuts, with heavy -bodied bituminous mastic. F. Tapped Connection - 1 . onnection: 1. Drill and tap normal to longitudinal axis. 2. Drilled by skilled mechanics using proper tools. 3. Use only tapered threads. 3.5 TESTING: Village of Mount Prospect Huntington Lift Station Reconstruction 33 05 19-13 A. Clean of all dirt, dust, oil, grease and other foreign material, before conducting pressure and leakage tests. B. Pressure and Leakage Tests: Conduct combined pressure and leakage test in pipelines in accordance with Section 41-2.14 of the Standard Specification for Water and Sewer Main Construction in Illnois. 2. Furnish and install temporary testing plugs or caps; pressure pumps, pipe connections, meters, gages, equipment, and labor. 3. Test when desired and comply with specifications. 4. Test pipelines in excavation or embedded in concrete before backfill or placing of concrete and test exposed piping before field painting. 5. Fill section of pipe with water and expel air. If hydrants or blowoffs are not available at high points for releasing air, make necessary taps and plug after test completion. 6. Maintain section full of water for 24 hours before conducting combined pressure and leakage test. 7. Conduct pressure and leakage test consisting of first raising water pressure (based on elevation of lowest point of section under test and corrected to gage location) to pressure in psi numerically equal to pipe pressure rating, but not more than 150 psi. 8. If unable to achieve and maintain specified pressure for two hours with no additional pumping, section fails test. If specified pressure is maintained, the Contractor shall proceed immediately with the leakage test. 9. If section fails pressure and leakage test, locate, uncover, and repair or replace defective pipe, fitting, or joint, at no additional expense and without time extension. Conduct additional tests and repairs until section passes test. 10. Modify test procedure only if permitted by Engineer. 3.6 TOUCH-UP FIELD PAINTING: A. Repair or replace damaged or defective coating areas. B. Remove damaged or defective coatings by sand -blast cleaning in accordance with Village of Mount Prospect Huntington Lift Station Reconstruction 33 05 19-14 SSPC-SP-6, Commercial Grade, immediately prior to priming. C. Before priming, provide surfaces dry and free of dust, oil, grease and other foreign material. D. Apply approved coating in accordance with valve manufacturer's printed recommendations. E. When small areas of coating need touch up, surface preparation may be done with suitable power needle gun to match specified blast cleaning. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum prices for DUCTILE IRON FORCE MAIN, 10 -INCH. END OF SECTION Village of Mount Prospect Huntington Lift Station Reconstruction 3305 19-15 FIELD ERECTED PRE-ENGINEERED PUMP STATION SECTION 33 32 11 PART 1 — GENERAL 1.01 SUMMARY A. Provide all materials, equipment and labor necessary to install, test and place into service the pump station control panel as shown in the plans and described in this specification. Pump control, shall be supplied by the pump manufacturer. B. Contractor shall coordinate with Owner's system integrator, Concentric Integration, who will be responsible for installing the radio system and verifying communication with the Village's Central SCADA. Contractor shall include the conduit for the antennas as specified on the plans and in these specifications. Coordination by the contractor and his suppliers shall include sharing N7 file mapping and tag lists for the final installation, at minimum. C. The bid price for this bid item shall include costs for all additional work including the materials, equipment, and installation of all items covered within this specification. 1.01 GENERAL SPECIFICATIONS A. The intent of this specification is to provide a complete, integrated Pump Control System as described herein. It shall be factory assembled, wired and tested. The manufacturer shall supply AutoCAD schematic drawings complete with a bill -of - materials and catalog cut sheets for submittal purposes. AutoCAD as -wired drawings shall be supplied upon completion of construction. Two (2) copies of these drawings shall be provided inside the pump control panel for installation assistance. An equipment data tag shall be permanently affixed on the inside of the exterior door with the station designation, power source, pump horsepower, pump full load amps and the sizes of all fuses utilized in the system. In addition to the label requirements of UL 508A, an engraved legend plate shall be permanently affixed on the inside of the exterior door with the name, address and telephone number of the service representative for the control panel. The wet well is classified as a Class I, Division 1, and Group D hazardous location per NFPA Article 820. All applicable installation procedures per NEC, ANSI, EPA, and all other codes and laws for this installation requirement shall be followed. Intrinsically safe barriers shall be provided for the level sensors located in the wet well. All pump and control conduits entering or exiting the pump control panel shall terminate in a vented termination enclosure. Village of Mount Prospect Huntington Lift Station Reconstruction 33 32 11-1 The pump power and level sensor cables will run through conduit and shall terminate at the control panel. The conduit between the junction box and control panel will be sealed. 1.02 QUALITY ASSURANCE A. The pump control panel shall be supplied and fabricated by a current UL508A listed industrial control panel manufacturer. The panel manufacturer shall show its UL follow-up service procedure file number on submittals. All devices within the panel shall be UL listed and/or recognized where applicable and shall be mounted and wired in accordance with the most current edition of UL508, UL698A and NFPA. The panel manufacturer shall have a minimum of ten (10) years of experience manufacturing systems specifically for water and wastewater applications. The Pump Control System shall be fully tested by the factory prior to shipment. It shall include testing of both power and control devices as well as for all control functions. A final inspection shall be performed prior to shipment and a copy of this form shall be provided with the panel. 1.02 SUBMITTALS A. Compliance Submittals: 1. Submit as specified in Section 01 33 00. 2. Includes, but not limited to, the following: a. Fabrication drawings, front elevation, wiring diagrams, and bills of material for pump control panel. b. Engraving schedule and physical dimensions for nameplates and phenolic overlays. c. Electrical and mechanical connection diagrams for all separately mounted instruments. d. Individual specification or descriptive sheets for instruments and similar major system components to conform to ISA S20. e. Instruction Books: 1) For all instruments, transducers, and similar major system equipment. Village of Mount Prospect Huntington Lift Station Reconstruction 3332 11-2 2) In addition to the requirements as specified in Section 01 33 00, submit single -page specification sheets for each instrument which lists the type, model number, function, scale, input, actuation, output and other specific features of that instrument. f. Programming and Configuration Records 1) The contractor shall provide complete and thoroughly documented records of the programming and configuration of the PLC and the OIT. PLC documentation shall include a searchable label and a plain -English description of the function of each bit or word of logic used and a description of each ladder logic rung or equivalent unit of the program. These records shall be furnished in both PDF document format and in the application files used by the software package used to program and configure these PLC and OIT. The software product name, revision number, and vendor shall be specified for each PLC and OIT. The Contractor shall furnish four identical CD-ROMs for each location containing this information and labeled to clearly identify the contents of the CD-ROM and the facility for which it is prepared. 2) Records of the adjustable hardware settings such as selector and DIP switches shall be provided. Records of fieldconfigurable software settings for instrumentation shall also be provided, which shall include all settings which differ from the factory default settings. These records may consist of PDF images of the instrumentation manual pages that describe these hardware and software settings with the switch positions and software settings clearly marked. These shall be submitted as PDF images on four identical CD-ROMs for each location containing this information and labeled to clearly identify the contents of the CD ROM and the facility for which it is prepared. 3. The panel layout shall be approved by the Owner. 1.03 BASIC OPERATION A. The pumps shall be operated automatically or manually as a pump down, lead/lag, common off system. Each pump shall be controlled primarily through a "Hand -Off - Auto" three position selector switch. Control function requirements are further defined in the control section of these specifications. 1. Position Commands Village of Mount Prospect Huntington Lift Station Reconstruction 3332 11-3 a. OFF - In this position the applicable pump will not run under any circumstance. b. HAND - In this position the applicable pump shall run without regard for the level sensing commands and will rely on operator discipline to run and stop. The over temperature lock out will be active in this mode. c. AUTO - In this position both pumps shall be controlled by level sensing commands. The level sensing equipment will sense the appropriate level in the wet well and initiate start and stop commands to the pump. The over temperature lock out will be active in this mode. 2. Pump Sequence a. LEVEL 4 - High Level Alarm b. LEVEL 3 - Start lead pump; pumps shall alternate on each call c. LEVEL 2 -Off; all pumps stop d. LEVEL 1 — Low Level Alarm 3. Utility Power a. Utility power to the panel shall be 120V/240 volts, 4 -wire, 3 phase, 60 Hz. 4. Wet Well a. The wet well is classified as a Class I, Division 1, and Group D hazardous location as per NFPA Article 820. PART 2 — PRODUCTS 2.01 ELECTRIC CONTROLS A. PUMP CONTROL PANEL 1. The package pump station shall be furnished with an automatic pump control system housed in a NEMA Type -4X 304 stainless steel enclosure. The control system shall include the following features: a. Enclosure: A U.L. Listed and NEMA 4X 304 Stainless Steel, with aluminum inner door, 3 pt latch, and 12" legs. The enclosure shall be Village of Mount Prospect Huntington Lift Station Reconstruction 3332 11-4 constructed of 14 gauge 304 stainless steel body and door(s) with continuous stainless steel piano hinge. A drip shield shall be welded on the top of the enclosure; screws to secure the drip shield shall not be allowed. The enclosure shall be suitable for pad mounting as shown on the drawings and shall consist of three separate compartments. Electrical service entrance equipment shall be located in one compartment, high voltage power and control equipment in the second and low voltage control in the third. All hardware shall be corrosion resistant. A 3 -point latch with nylon rollers and padlock provisions on handle shall be provided on each compartment. Oil -resistant door gasketing around all four sides of each opening shall be applied. Painted white enamel steel mounting panel(s) shall be provided for mounting of components. b. Enclosure Accessories: The enclosure shall also provide for and include the following facilities. i. Inner Swing Panel - Provision of a "dead front" feature shall be provided using a full size hinged inner door to mount all operator devices. Material shall be painted steel with turned down flanges on all four sides for added rigidity. The inner door(s) shall be large enough to fill the entire opening of the enclosure, the screw used to secure the inner swing door mounting hardware to the enclosure shall be UL and NEMA Type 4X rated/listed and shall not violate the environmental integrity of the enclosure. Mounting hardware which penetrates the enclosure and violates the environmental rating of the enclosure shall not be allowed. Quarter -turn latches shall be provided for securing the inner door in the closed position; captive screws are not acceptable. In addition, an inner door handle shall be provided for operator convenience. c. Flygt Multi -Smart duplex pump station controller, including 24vdc power supply, including pump current reading. d. Control Power - The 120 VAC, single-phase power shall be derived from one leg of the power to neutral. i. Control power shall have an overcurrent protection device suitable for the interrupting requirements of the system. Fuses and branch circuit breakers shall be provided in accordance with NEC and the system requirements. UL489 applications shall be met utilizing circuit breakers. Fuses are acceptable as supplementary protection. ii. Provide branch protection for the sump pump receptacle, a cabinet mounted GFCI receptacle and lights, power for the controls, generator block heater power, generator battery charger power, flow transmitter power, valve vault lights, valve vault receptacle power, meter vault receptacle power, and two spare breakers. Village of Mount Prospect Huntington Lift Station Reconstruction 3332 11-5 e. Flygt LS -100 submersible pressure transducer for level control. f. Flygt Mini -CAS 120 relays for pump thermal/seal fail protection. g. Square DO FAL series circuit breakers (Main, Pump and Control Power). h. Square DO NEMA rated motor starters, with melting alloy overloads on three phase panels. i. Phase Monitor for protection against over/under voltage and phase imbalance. j. Surge Protector k. Hand -Off -Auto switches for each pump. I. Mechanical Elapsed time meters. m. Lightning arrestor. n. Red -dome style flashing alarm light i. Alarm shall be wired to terminal block for possible future use but no device shall be installed. o. Duplex GFI receptacle. p. Flygt ENM-10 float switches (4) for backup level control. q. Intrinsically safe barrier for UL 913 requirements. r. Anti -condensation heater and thermostat. s. 18" x 18" space reserved for customer -installed telemetry equipment. The telemetry space should mate back to back with Contractor providing a pass through connector for cabling in a location as specified by the SCADA integrator. t. Additional contactors for SCADA. u. Generator Receptacle - A portable generator receptacle shall be provided to allow emergency connection of the Owner's portable generator. The units shall be a heavy duty circuit breaking receptacle assembly suitable for three phase, four wire service. Receptacle shall be Crouse Hinds AR1041 for compatibility with Owner's existing generator. v. Manual Transfer Switch - A manual transfer switch sized for the incoming service shall be provided. The switch shall consist of two molded case circuit breakers and a mechanical interlock to prevent both breakers from being simultaneously closed. The normal breaker shall be connected to the load side of the automatic transfer switch. The emergency breaker shall be connected to the portable generator receptacle. w. Lugs - Lugs shall be provided for both incoming service neutral and ground. Lugs shall be suitable for copper and/or aluminum wire. x. Automatic Transfer Switch - Provide space in the control panel to install an automatic transfer switch provided by the Generator Manufacturer. See Section 26 36 23 —Automatic Transfer Switch for more information. 2. Voltage identification labels and comprehensive Arc Flash Hazard warning labels shall be provided. To maintain the environmental rating of the specified equipment and enclosure, install in the openings only certified or Village of Mount Prospect Huntington Lift Station Reconstruction 3332 11-6 recognized devices with the same integrity as the enclosure, in compliance with the installation instructions of the device. 3. Control system shall provide the following alarms and signals to the RTU: a. High wetwell. b. Low wetwell. c. Wetwell level. d. Pump 1/2 run time. e. Pump 1/2 run. f. Pump 1/2 off. g. Pump 1/2 fail. h. Pump 1/2 high temp. i. Pump 1/2 overload. j. Float control system activated. k. Max kW electric meter. I. Phase fail. m. Power fail. n. Generator start. o. Generator stop. p. Generator fail. q. Intrusion. r. Valve vault flooding, float to be installed. s. Check valve flow confirmation by counterweight arm movement — hard wired switches to be installed. 4. Electromagnetic Flow Meter - Electromagnetic flow meter shall be installed on the discharge piping in the meter pit as shown on the drawings. a. Flow meter shall be 10 -inch diameter to match the size of the discharge piping. The flow meter sensor shall be mounted to the meter tube. Flow meter shall be Siemens Sitrans FM MAG 5100 W 7ME6520. Meter shall be suitable for operation under continuous submergence conditions. Flow meter transmitter shall be Siemens Sitrans FM MAG 5000 and shall be mounted in the Traffic Box Enclosure in the same TEE compartment as the Pump Control Panel. Accuracy shall be 0.4%. Transmitter shall have alphanumeric display in English and shall indicate station flow rate in gallons per minute and totalized flow in 1000 gallons. Transmitter shall provide a 4-20mA output signal to the PLC for station flow rate and totalized flow. Provide sufficient length of meter manufacturer recommended cable to connect meter sensor to the pump control panel and potting kit for terminal box. b. Furnish space flanged end spool (length to match length of flow meter) to be installed when meter is removed for service. Contractor Village of Mount Prospect Huntington Lift Station Reconstruction 33 32 11-7 shall set pipe spool in place to verify fit, then replace with the flow meter as the final installation. 5. Pumps shall alternate duty / standby. 6. Design pump controls that only one pump runs at a time. "High wetwell" elevation shall activate the standby pump in event of lead pump failure. Under no circumstances shall both pumps run simultaneously. B. RADIO ANTENNA TOWER 1. Reconnect to existing antenna tower as shown on the Drawings. PART 3 — EXECUTION 3.01 INSTALLATION A. Cleaning - The control panel shall be cleaned of accumulated debris or foreign matter of any kind, and shall be free from such accumulations at the time of final inspection. 3.02 TESTING A. Submit a complete testing protocol for the control of the lift station. Protocol shall include: 1. Verification of all 1/0 points 2. Calibration of all transmitters 3. Demonstration of transducer based control. 4. Demonstration of float backup control. 5. Validation of all SCADA communications 3.03 AS INSTALLED DRAWINGS A. Five (5) sets of as -installed drawings of all system components shall be submitted to the Engineer after startup and acceptance of the system. Four sets of drawings shall be included in the O&M instructions described below. One set shall be placed inside the control panel. 3.04 SUPERVISORY SERVICES Village of Mount Prospect Huntington Lift Station Reconstruction 33 32 11-8 A. The equipment manufacturer shall provide supervisory personnel as follows: one 8 hour day during installation of the pumps, one eight hour day for equipment start- up and operator training, one 8 hour day for validation of SCADA communications and one 4 hour period after pumps have been operating approximately 30 days for equipment adjustment and additional operator training. The field supervisor shall be a trained employee of the controls integrator. Personnel shall make the necessary test and adjustments to place the equipment into proper operation. The instructions shall include demonstrations, assistance, and review of the operation and maintenance manual. 3.05 OPERATION AND MAINTENANCE INSTRUCTIONS A. The manufacturer shall provide four complete sets of "Operation and Maintenance Instructions" which shall be bound in hard cover. The instructions shall define the sequence and timing of the necessary controls, valves, pumps, and meters. 3.06 GUARANTEE A. All equipment shall be guaranteed for a period of one year from the date of acceptance of the project by the Engineer. During this period of time the pump station shall pump at or above the design flow rate and function in accordance with these plans and specifications PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. Measurement will not be made for the Work specified in this Section. 4.02 PAYMENT A. Payment for the Work specified in this Section will be made at the lump sum prices for: 1. WASTEWATER PUMPING CONTROL SYSTEM COMPLETE a. Includes all work in this Section including the Automatic Transfer Switch specified in Section 26 36 23. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 3332 11-9 PUBLIC SANITARY GRAVITY PIPING SECTION 33 31 11 PART 1 - GENERAL 1.1 DESCRIPTION: A. This work shall be done in accordance with Section 30 of the Standard Specifications for Water and Sewer Construction in Illinois, Current Edition, except as herein modified. 1.2 SUBMITTALS: A. Submit the following in accordance with Section 01 33 00- 1 . 0:1. Piping and couplings. B. Manufacturer's Literature: 1. Catalog cuts of joints, couplings, harnesses, expansion joints, gaskets, fasteners and other accessories. 2. Brochures and technical data on coatings and lining's and proposed method of application. 1.3 QUALITY ASSURANCE: A. Inspect and test at manufacturer's facility according to applicable standard specifications. B. Owner reserves right to inspect and test by independent service at manufacturer's plant or elsewhere at his own expense. C. Visually inspect before installation. 1.4 DELIVERY, STORAGE AND HANDLING: A. Provide in accordance with Section 01 60 00 and as per manufacturer's requirements. PART 2 - PRODUCTS 2.1 PIPE: A. PVC SDR 26: Village of Mount Prospect Huntington Lift Station Reconstruction 33 31 11-1 1. Pipe design conforming to ASTM D3034 2. Joints conforming to ASTM D3212. B. PVC C-900 All pipe shall meet the requirements of AWWA C-900, UL 1285, CAN/CSA- 13137.3 and BNQ3624-250 Standards, as indicated, for potable water transmission mains and for fire protection systems. 2. The gasketed joint shall meet the requirements of ASTM D-3139, and the joint gasket shall conform to ASTM F-477. C. GRAVITY PIPE COUPLINGS 1. Couplings shall be non -shear Band Seal Couplings or approved equal. PART 3 - EXECUTION 3.1 INSTALLATION: A. This work shall be done in accordance with Section 30 of the Standard Specifications for Water and Sewer Construction in Illinois, Current Edition, except as herein modified. Pipe bedding and initial backfill shall be Crushed Stone, Gradation CA -11, and be placed in accordance with Section 30. Testing for acceptance of sanitary sewers shall be done in accordance with Article 31-1.12 of the Standard Specifications for Water and Sewer Construction in Illinois, Current Edition, Method A (Exfiltration of air under pressure) and Method D (Deflection) shall be used. PART 4 — MEASUREMENT AND PAYMENT 4.01 MEASUREMENT: A. This work will be measured in place in feet regardless of depth. When a sanitary sewer enters a manhole, the measurement will end at the inside of the manhole. 4.02 PAYMENT A. This work will be paid for at the contract unit price per Foot for SANITARY SEWER, PVC SDR 26,12", and SANITARY SEWER, PVC SDR 26,15". Trench backfill (where required on the plans) and the testing for acceptance shall not be paid for separately but shall be considered included in the cost of the sanitary sewer. --- END OF SECTION --- Village of Mount Prospect Huntington Lift Station Reconstruction 33 31 11-2 � 2 0 Z d W a 5 S Z o o � 0 H W 2 y Q Z V zy N 'a � Fz z® =w" xs W zG R y a 1 C r N x m m W A _ � 2 0 Z d W a 5 S Z o o � 0 H W 2 y Q Z V zy N 'a � Fz z® =w" xs �w- w - pw mw i N Q LL - - - w j V _ _ W- wz A¢mw ojj 0o ooaa®$�� �® �D Am � C �� - o� - - -ffix U.- -- W �sww J w _ Q' _ - _ - c _ _ - _ Ow _ F J _- .wn N 3 - U n -zzw 5 N 4 - 2 u_ _ _ o - - _ H N - w w m a s wm _ - - _ s - - - - c ~ ¢C¢uwwwruxwuNNN�r�N>r- 41n4 u �n 3 - --wa - 2�N o w ��� A O Jw - Z�x>xaU' V N W- 4 - Iz d - r r jj r N�o iYr ! 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TO: Office of the Village Manager, 3,d Floor 50 South Emerson Street Mount Prospect, Illinois 60056 (hereinafter called "Village" or "Village of Mount Prospect") Sri Table of Contents Advertisement for Bids Instructions to Bidders Bid Form Schedule of Prices Bid Security Affidavit — Bid Certification Form Contract Agreement Notice of Award / Notice to Proceed Performance Bond Form Labor and Materials Payment Bond Owner's Standard General Conditions Standard General Conditions of the Construction Contract Supplementary Conditions Wage Requirements Drawings Project Specifications (Divisions 1, 2, 3, 8, 22, 26, 31, 32, 33) Village of Mount Prospect Huntington Lift Station Reconstruction 004143-1 Therefore, the Bidder hereby proposes to furnish all supervision, technica�l personnel, labor, materials, tools appurtenances, equipment, and services (including all utility and transportation services) required to construct and complete the Work, all in accordance with the above listed documents. Bidder agrees to perform all of the Work and provide the equipment and materials described in the Bid Documents, as follows: The Bidder will complete and provide all labor, equipment, materials and mobilization (if applicable) to perform the Work as incidental to the fixed item price for each item proposed. In submitting this bid, the Bidder understands that the Village of Mount Prospect reserves the right to add to or subtract from the estimated quantities. The Village of Mount Prospect intends to award one (1) contract (if at all) for the items bid. If written notice of award of this bid is mailed, emailed or otherwise delivered to the Bidder at anp time before this bid is withdrawn, the BidA., the contract in the prescribed form and furnish payment and performance bonds, or letter of credit, and the insurance certificates required by the Bid Documents to the Village within ten (10) days after receipt. 1) The Contractor agrees to provide all Work and items and material to the Village as noted in the Bid Documents and comply with the requirements of the Bid Documents. 2) The Contractor agrees to comply with all applicable state and federal laws, rules and regulations, and county and municipal ordinances, as described in the General Conditions. All Addenda pertaining to this project shall be acknowledged by the Bidder in the spaces prov�ded below: Village of Mount Prospect Huntington Lift Station Reconstruction 004143-2 Addendum Addendum Acknowledgement by Bidder or Date No. Date Authorized Representative Acknowledged r / , , , AJ - All Iacs . . . . . ........ Failure to acknowledge receipt, as provided above, may be considered sufficient grounds for disqualification of the bidder and rejection of his/her bid submittal. A record of all Addenda and copies of same will be available to all qualified bidders from the Village of Mount Prospect Public Works Department, 1700 West Central Road, Mount Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to become fully advised of all Addenda prior to submitting its bid. Upon award the contract the Village will send Notice of Award to the successful bidder, The bidder must then execute the contract and provide the required bonds or letter of credit and certificate of insurance to the Village within ten (10) days. The Village will then issue a written Notice to Proceed, which starts the performance period and the contractor then has ten (10) days to commence work. The contractor shall reach substantial completion within one hundred, seventy (170) consecutive calendar days after the Notice to Proceed with final completion fifteen (15) days thereafter. Failure to complete the work in the designated time frame may result in the Director of Public Works withholding compensation due the contractor for failure to complete the said work in the designated time frame, calling the bonds, or taking such other action as may be available. Security in the sum of ten (10%) percent of the amount bid in form of (check one): Bid Bond — Certified Check — Bank Cashier's Check 11111111111!P1101111 o 11111 1 q1111sIrI 1 90710.70 no-= 1) Bid Form (Section 00 41 43) 2) Schedule of Prices (00 42 43) 3) Bid Security (Section 00 43 13) 4) Affidavit – Bid Certification Form (Section 00 45 00) Village of Mount Prospect Huntington Lift Station Reconstruction 004143-3 VILLAGE OF MOUNT PROSPECT 11UNTINGTON LIFT STATION RECONSTRUCTION Addendum No. 1. Issued May 25, 2018 Need for Addendum: I. DISPOSITION OF BIDDERS QUESTIONS: To clarify questions submitted to the Village by prospective bidders during the pre-bid meeting and by correspondence. 11. CLARIFICATIONS TO BID DOCUMENTS: To clarify details of the bid documents revised after original publication. III. TRANSMITTAL OF PRE-BID MINUTES: A copy of the agenda (with meeting notes) and attendees of the pre-bid meeting have been provided for bidder information as Appendix A. Additional Instructions to Bidders: This addendum must be included with a bid. A signature at the bottom of this form by the bidder is required to be included with a bid. The bid date and time shall not change as a part of this Addendum. Company L Print NaW Title Village of Mount Prospect Huntington Lift Station Reconstruction Signature Date Issued for Addendum #1: 05/25/2018 BIDDING SCHEDULE, A. TOTAL BID PRICE For the furnishing of all labor, materials and equipment for Huntington Lift Station Reconstruction, the total sum of Dollars& ze, 0 Cents (in writing) (in writing) Total (in figures) I M. la EM Date: Official Addres& ;)'- I k�E Telephone - ONE (1) SIGNED COPY OF THIS BID FORM AND BID SCHEDULE OF PRICES ALONG WITH THE AFFIDAVIT — BID CERTIFCATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED ENVELOPE. Village of Mount Prospect Huntington Lift Station Reconstruction 004143-4 Village of Mount Prospect Huntington Lift Station Reconstruction 004143-5 6*01201911111 111=01 = V � The undersigned, having carefully examined all of the Contract Documents for Huntington Lift Station Reconstruction as well as the site of the Work and all conditions affecting the Work, including adjacent surroundings, shall furnish all services, labor, equipment and materials necessary to complete the Work for prices set forth in the following Schedule of Prices: ITEM PAY ITEM DESCRIPTION UNIT QUANTITY UNIT COST ITEM COST 013300 VIDEO DOCUMENTATION OF EXISTING CONDITIONS L SUM I I , Q cz, c) 015000 TEMPORARY FACILITIES AND L SUM 1 -7 L. c-) Vr') CONTROLS :15 0 1010 TEMPORARY BYPASS SYSTEM 11 ------ - L SUM I 015713 - - -' EROSION AND SEDIMENT CONTROL LSUM I U, C") Q) 0:1 1:7 131 MOBILIZATION AND DEMOBILIZATION L SUM 1 o 0t CLCD Soo o 024100 DEMOLITION L SUM 1 10, 66 "5 . QCT (,01 �0 �0 �s ' G 030000-1 WET WELL TOP SLAB LSUM 1 s'oo' oc) "7, C)C) , C) 0 03 00 00-2 WET WELL LSUM 1 q � o 0,0o Do, C) o 030000-3 - - -- METER / VALVE / BYPASS VAULT - --- -------------- LSUM 1 - --------- X o c) ---- ----- 000, CC) 03 00 00-4 SANITARY MANHOLE EACH 1 3 c) 31 C) 0 03 00 00-5 CONCRETET TRAFFIC BOX ENCLOSURE PAD LSUM S- o' 0C i Ia &C) Cid," 03 00 00-6 CONCRETE SIDEWALK, 5" SO, FT 305 1),00 3, 6,6 0, o o 221000 PROCESS PIPING AND APPURTENANCES, LSUM 1 J 1a (0, 0o -------------- - 23,116, oo 2213 19 PROCESS VALVES AND APPURTENANCES --- ---------- - L SUM 1 q% q(tJ49,00 68ci'00 22 1329 SUBMERSIBLE SOLIDS HANDLING LSUM 1 V3, soo, oo 73, s'G 0 0 PUMPS AND APPURTENANCES 22 VALVE VAULT SUMP PUMP SYSTEM LSUM 1 '15"00, 00 15 . 00 26 05 16 ELECTRIC WIRES AND CABLES L SUM 1 5, 5 q1 , -SJ S, q 4 00 26 05 26 GROUNDING ---l- -------- -- - L Sumd iIli Do q, C)() Village of Mount Prospect Huntington Lift Station Reconstruction 00 42 43-1 ITEM PAY ITEM DESCRIPTION UNIT QUANTITY UNIT COST ITEM COST 260533 ELECTRICAL CONDUIT L SUM 1 Av � vo 26 20 00-1 ELECTRIC SERVICE INSTALLATION L SUM 1 6 0, 0 C) 0 Sol, 26 20 00-2 ELECTRIC SERVICE UTILITY FEE 1 ALLOW 1 $10,000 $10,000 ANCE 312616-1 EARTHWORK L SUM 1 C) C), c.) 0 312316-1 COMPACTED CA -6 SUBGRADE L SUM 1 7(X), 00 11 )oo. 0c) 314100 TEMPORARY SOIL RETENTION L SUM 1 C), 4 wC 9 1-1 oo, Cyd SYSTEMS 32 12 00 FLEXIBLE PAVEMENT PATCHING SQ YD 28 1-) o 0 0 330519 DUCTILE IRON FORCE MAIN, 10- -- -- - -- FOOT ---------- 40 M) 01�) INCH 33 WASTEWATER PUMPING L SUM 1 1 4, 55 Q 10 'S G" a a C) CONTROL SYSTEM COMPLETE q1.0 , 3123 19 DEWATERING L SUM I bow, oo 16 g o cx) o 33 31 11-1 SA SEWER, PVC SDR 26, " FOOT 9 om'C)o OM 00 12NITARY 33 SANITARY5SEWER, PVC SDR 26, FOOT 12 1, 000, 0 0 000' oo 1'# Bid Total 8, -7 0 1. 00 Notes; 1. The Bid Total shall include all required bonds and insurance. 2. The Bid Total shall be into entered into Item A of the Bidding Schedule found on page 00 4143-4 in Section 00 4143 — Bid Form, M. Village of Mount Prospect "WIF-Aff—M Company Address IZ44�204- Date Attest j5ZAMEM Village of Mount Prospect Huntington Lift Station Reconstruction 00 42 43-3 E 0 0 110 rn a a I B;i I NX01:1 Bidder: Company/Firm Name: Address, .............. WINOWWO W*1 WIFIRME OF 11111ii "EI 1 1117111111111 ! III i M - oath and penalty of perjury and possible termination of contract rights and debarment, the undersigned, being first duly sworn on oath, deposes and states that��e)or she is 21 (sole owner, partner, joint ventured, President, etc,) of and has the authority to make all 02EF-MR07-M Section I Non Collusion bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, to fix the bid price element of this bid, or of that of any other bidder, or to secure any advantage against any other bidder or any person interested in the proposed contract. Section 11 Bid Rigging and Rotating The undersigned further states that Village of Mount Prospect Huntington Lift Station Reconstruction 00 45 00-1 LIBUCTO 611,000TIM1911-991Frarolal mj� Section III Drug Free Workplace The undersigned further states that (Name of Company) provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS 580/1, et seq., and has, to the extent not covered by a collective bargaining that deals with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 265/1 et seq., a substance abuse prevention program that meets or exceeds these requirements of that Act, Section IV Tax Payment The undersigned further states that is (Marne of Company) not delinquent in payment of any taxes to the Illinois Department of Revenue, in accordance with Illinois Compiled Statues, 65 ILC S 5/11-42.1. The undersigned understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition voids the contract and allows the municipality to recover all amounts paid to the individual or entity under the contract in civil action. Section V Sexual Harassment Policy Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILC 5/2-105 (A), every party to a public contract must'. "Have written sexual harassment policies that shall include, at a mini -mum, the following information: (1) the illegality of sexual harassment; (11) the definition of sexual harassment under State law; (111) a description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process including penalties-, (V) the legal recourse, investigative and complaint process available through the Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how Village of Mount Prospect Huntington Lift Station Reconstruction 004500-2 to contact the Department and Commission; and (VII) protection against retaliation as provided by Section 6-101 of the Act, (Illinois Human Rights Act)." A "public contract" includes: ...every contract to which the State, any of its political subdivisions or any municipal corporation is a party," 775 ILCS 5/1-103 (M) (2002), The undersigned further states that NA I e - —_ has (Name of Company) a written sexual harassment policy in place in full compliance with 775 ILLS 5/2-105 (A) (4). M3EE3 =111mlm�= are made as a condition to the right of the bidder to receive payment under any award made under the terms and provisions of this bid. The undersigned Gertifies that all information contained in this Affidavit is true and • SMEM Signed and sworn to before me this L day of 2A My commission expires-, ('11-4"IciAL SEAL Notary Public Karan Upli Notary "�r_ "to of Wrx)is ,Nty OommiwionF.,,rp1rzs 12/,IaNYI 9 1 M2 12 1 *1 r*1 11 1 1 I'll "I'll, "1 11 Village of Mount Prospect Huntington Lift Station Reconstruction 004500-3 Martam Construction, Inc. Lift/Pump Station Construction Projects Since 2005 1) City of Des Plaines -Big Bend Lift Station (2005) $350,000 2) Batavia Park District -Quant' Park Well (2006) $450,000 3) Village of Downers Grove -Florence Detention Imp (2007) $500,000 4) DuPage Water Commission -Winfield Water Station (2010) $250,000 5) Village of Lombard -Lift Station Imp (2010) $85,000 6) Village of Barrington -Lift Station No 7 (2012) $500,000 7) Village of Mt. Prospect -George St. Lift Station (2012) $150,000 8) City of Warrenville-Main Street Drainage Structure (2013) $200,000 9) Village of Lombard -Terrace View Pond Pump Station (2013) $1.3 Mil 10) Glenbard Wastewater -Valley View Pump Station (2014) $2 Mil 11) Wheaton Sanitary District -Tomahawk Lift Station (2014) $740,000 12) City of Elmhurst -Rte 83 & 3rd Street Lift Station (2014) $1.2 Mil 13) Village of South Barrington -Village Hall Lift Station (2015) $100,000 14) Flagg Creek WRD-Tall Trees Lift Station (2015) $3,284,000 15) City of Wood Dale-Edgerbrook Lift Station (2016) $500,000 16) Village of Lombard-Gatz Pond Diversion (2017) $2,800,000 17) DuPage County -Liberty Park Drainage (2017) $726,000