Document Millcreek_doc_3f1277cc11

MILLCREEK ENGINEERING SECTION PROJECT MANUAL City Center Power Relocation Project PROJECT # ENG 22-17-3 FOR MORE INFORMATION REGARDING THIS PROJECT CONTACT: FREDERICK W. LUTZE, P.E. MILLCREEK, ENGINEERING SECTION 3330 SOUTH 1300 EAST MILLCREEK, UTAH 84106 PHONE # (801) 214-2700 SPECIFICATIONS REFERENCE When reference is made to specifications, they refer to the Manual of Standard Specifications 2017 Edition, Utah APWA. This reference shall control except for modifications and supplements contained in this project manual. ADDENDUM #1 ---PAGE BREAK--- INTRODUCTORY INFORMATION ADDENDUM #1 ---PAGE BREAK--- Title Page 00 01 01 - 1 00 01 01 Title Page MILLCREEK A Political Subdivision of the State of Utah Millcreek, Utah PROJECT MANUAL FOR City Center Power Relocation Project Project No. ENG 22-17-3 Millcreek Engineering Section 3330 South 1300 East Millcreek, Utah 84106 December 2022 ADDENDUM #1 ---PAGE BREAK--- Table of Contents 00 01 10 - 1 00 01 10 Table of Contents City Center Power Relocation Project Project No. ENG 22-17-3 INTRODUCTORY INFORMATION 00 01 01 Title Page 00 01 10 Table of Contents 00 01 15 List of Drawings BIDDING REQUIREMENTS PRE-BID INFORMATION 00 11 16 Invitation to Bid INSTRUCTIONS TO BIDDERS 00 21 13 Instructions to Bidders 00 22 03 Modifications to Instructions to Bidders 00 31 32 Geotechnical Data BID FORMS 00 41 00 Bid Information 00 43 00 Bid Schedule 00 43 13 Bid Bond SUPPLEMENTS TO BID FORMS 00 43 36 Subcontractor and Supplier Report 00 43 38 Bidder Status Report 00 45 19 Certification of Non-Collusion 00 45 36 Certificate of Non-Discrimination CONTRACT FORMS AGREEMENT FORM 00 52 00 Agreement BONDS AND CERTIFICATES 00 61 13.13 Performance Bond 00 61 13.16 Payment Bond 00 62 16 Certificate(s) of Insurance ADDENDUM #1 ---PAGE BREAK--- Table of Contents 00 01 10 - 2 CONDITIONS OF THE CONTRACT GENERAL CONDITIONS 00 72 00 General Conditions SUPPLEMENTARY CONDITIONS 00 73 76 Political Contribution Notice 00 73 79 Environmental Compliance Practices ADDENDA AND MODIFICATIONS 00 73 03 Modifications to General Conditions 00 91 13 Addenda and Modifications GENERAL REQUIREMENTS DIVISION 01 – GENERAL REQUIREMENTS 01 11 00 Summary of Work 01 31 13 Modification to Coordination 01 33 00 Submittal Procedure 01 55 26 Traffic Control END OF TABLE OF CONTENTS ADDENDUM #1 ---PAGE BREAK--- List of Drawings 00 01 15 - 1 00 01 15 List of Drawings CITY CENTER POWER RELOCATION PROJECT PROJECT NO. ENG 22-17-3 Sheet No. Title 1 Cover Sheet, Vicinity Map, & Sheet Index 2 Notes, Legend, Abbreviations, & Utility Contact Matrix 3 Survey Control 4-6 Plan and Profile 7-8 Details END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- BIDDING REQUIREMENTS ADDENDUM #1 ---PAGE BREAK--- PRE-BID INFORMATION ADDENDUM #1 ---PAGE BREAK--- Invitation to Bid 00 11 16 -1 00 11 16 Invitation to Bid PART 1 GENERAL 1.1 CONSTRUCTION CONTRACT A. Bidders are invited to bid on the Construction Contract titled: City Center Power Relocation Project Project No. ENG 22-17-3 B. For information about the award of this Construction Contract will be posted on the State of Utah’s electronic procurement system (SciQuest), or by contacting Millcreek Public Works Frederick W. Lutze, P.E. at (801) 214-2700. 1.2 DESCRIPTION OF WORK A. The location of the work is: 3300 South between Highland Drive to Richmond St (1300 East). B. The work to be performed consists of furnishing and installing the equipment, facilities, services and appurtenances thereto as included in the Contract Documents. Items of work are as follows: Installation of electrical power lines, switch gears, and power vaults. C. Before submitting Bid, Bidders shall carefully examine the Drawings; read the Specifications; read all other Contract Documents; shall visit the Site of the Work; shall fully inform themselves as to all the existing conditions and limitations thereof; and shall include in the Bid a sum to cover the cost of all items included in the Contract. No allowance will be made because of lack of such examination or knowledge. 1.3 BIDDERS' QUALIFICATION A. Bidders are required to be qualified for this Project by demonstrating that they are a current Rocky Mountain Approved Contractor for Civil/Highway work. List RMP references with name, phone number, and email address. [ ] are not required to be qualified for this Project. 1.4 BASIS OF BIDS A. Bids shall be on a unit price basis. Unsealed or segregated Bids will not be accepted. ADDENDUM #1 ---PAGE BREAK--- Invitation to Bid 00 11 16 -2 1.5 CONTRACT TIME A. The Work will be Substantially Completed within 60 calendar days after the date of the Notice to Proceed. [ ] a time period to be specified by the Bidder. 1.6 EXAMINATION AND PROCUREMENT OF DOCUMENTS A. Drawings, specifications, and other contract documents may be examined and obtained from the State of Utah’s electronic procurement system or through the Millcreek website at millcreek.us after 4:00 P.M., the 22nd day of December 2022. 1.7 PRE-BID CONFERENCE A. A pre-bid conference [ X ] will not be held. 1.8 BID SECURITY A. Bid Security in the amount of at least 5 percent of the Bid must accompany each Bid in accordance with the Instructions to Bidders. Bid Security will be returned to each unsuccessful Bidder after tabulation and award of the Construction Contract. 1.9 BID OPENING AND LOCATION A. Sealed bids will be received at Millcreek City Offices, 3330 South 1300 East, until the time posted of Bid Opening, Thursday, January 19th , 2023, at 2:00 P.M. Bids may also be received through the State’s electronic procurement system until the time posted, however Millcreek is not responsible for any electronic submittals that are rejected or improperly uploaded into the electronic system. Bids received after that time will not be accepted. Sealed bids and electronic submittals will be publicly opened and read at the time posted, as established by the clock at the bid opening location. All bids will be calculated and then verified by Millcreek Public Works personnel. Any modifications to the bid will be posted through the State’s electronic procurement system. B. Incomplete bids and/or applications that are rejected by the electronic procurement system will not be eligible for consideration in the selection process. Sealed bids delivered to Millcreek Offices should have the project title and bidder’s information clearly shown on the outside of the envelope. 1.10 RIGHT TO REJECT BIDS A. Millcreek reserves the right to reject any or all bids or to waive any informality or technicality in any bid if deemed by Millcreek to be in the public's best interest. ADDENDUM #1 ---PAGE BREAK--- Invitation to Bid 00 11 16 -3 1.11 VALIDITY PERIOD FOR BIDS A. In consideration for the opportunity to submit a bid for the project described herein, bidder agrees to hold its bid open and firm for 30 days after the day of Bid opening, whether or not bidder is identified as the apparent low bidder at said opening. Bidders who withdraw their bid after Bid opening, but before expiration of the period specified above, shall forfeit their bid security if award of a contract, based upon the bid, is subsequently made to them. 1.12 GOVERNING LAWS AND REGULATIONS A. This project does not require the payment of specific wage rates. Payroll submittal will not be required. B. Bidders on this Work will be subject to the applicable provisions of all federal rules, laws and regulations or orders. C. In compliance with Americans with Disabilities Act, (ADA) the following information is provided: Email- [EMAIL REDACTED]; Contact person: Kurt Hansen (801) 214-2751. END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- INSTRUCTIONS TO BIDDERS ADDENDUM #1 ---PAGE BREAK--- Instruction to Bidders 00 21 13 - 1 00 21 13 Instructions to Bidders PART 1 GENERAL 1.1 DEFINED TERMS A. Terms used in the Bid Documents which are defined in Article 1.1 of the General Conditions (Section 00 72 00 of APWA Manual of Standard Specifications) will have the meanings indicated in the General Conditions. 1.2 COPIES OF BID DOCUMENTS A. Complete sets of Bid Documents must be used in preparing Bids. OWNER and ENGINEER assume no responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bid Documents. B. Bid Documents are made available to Bidder only for the purpose of preparing Bids on the Work. A license or grant for any other use is not given. C. Document copyrights shall remain with the OWNER. 1.3 PRE-BID CONFERENCE A. If a pre-bid conference is held, representatives of OWNER and ENGINEER will be present to discuss the Project. Following the conference, ENGINEER will transmit to all persons or agencies who have signed for receiving copies of the Bid Documents such Addenda as ENGINEER considers necessary in response to questions arising at the conference. Location and time of conference is identified in the Invitation to Bid (Document 00 11 16). 1.4 EXAMINATION OF SITE AND CONTRACT DOCUMENTS A. In General: Bidders are permitted to converse with ENGINEER or ENGINEER's personnel having knowledge of the Project, Plans, Specifications, Material sites, or conditions generally prevailing in the area of the Project to aid in pre-bid investigations. The OWNER is not bound by any statements or representations made by ENGINEER or ENGINEER's personnel before the bid opening or award of the Construction Contract, nor for any assumptions or conclusions reached by a prospective Bidder as a result of such communication unless the ENGINEER issues an Addendum to all prospective Bidders. B. Site, Access To: The lands upon which the Work is to be performed, rights-of- way and easements for access thereto and other lands designated for use by Bidder in performing the Work are identified in the Contract Documents. All additional off site lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Bidder. C. Contract Documents: The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 1.04; that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents; and, that the Contract Documents are sufficient in scope and detail to indicate and convey ADDENDUM #1 ---PAGE BREAK--- Instruction to Bidders 00 21 13 - 2 understanding of all terms and conditions for performance and furnishing of the Work. D. Bidder's Obligations: The submission of a bid constitutes acknowledgement that Bidder has complied with all bidding instructions. It is the responsibility of each Bidder before submitting a Bid, to: 1. Examine the Contract Documents thoroughly; 2. Visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the Work; 3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work; 4. Study and carefully correlate Bidder's observations with the Contract Documents; 5. Identify and notify ENGINEER in writing of all specific conflicts, errors or discrepancies in the Contract Documents, or if Bidder doubts their meanings; and 6. Identify and notify ENGINEER in writing of all errors or omissions in estimates or statements of quantities or units specified in the plans, specifications or drawings, which are, or should be, reasonably apparent to a contractor qualified to perform the Work of the Project. The failure or omission of any Bidder to receive or examine any form, instrument, Addendum or other document, visit the site and become acquainted with conditions there existing, or attend the pre-bid conference, shall in no way relieve any Bidder from obligations with respect to Bidder's bid or to the Construction Contract. E. Deviations from the Terms of the Contract Documents: OWNER will not accept any deviations whatsoever from the printed terms of the Agreement (Document 00 52 00) and the Contract Documents, except by Addendum or Change Order. F. APWA Standard Specifications: All provisions of the APWA Manual of Standard Specifications, 2017 Edition, General Conditions Document 00 72 00, as supplemented, are made a part of the Contract Documents by reference. G. Standard Plans for Public Works Construction: All drawings and notes contained in the Millcreek Department of Public Works 2018 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION book are made a part of the Contract Documents by reference. 1.5 PHYSICAL CONDITIONS A. In General: Before submitting a Bid, each Bidder will be responsible for review of OWNER's explorations, tests and data concerning surface conditions, subsurface conditions and Underground Facilities at or contiguous to the site, or otherwise, which may affect cost, progress, performance or furnishing of the Work in accordance with the time, price and other terms and conditions of the Contract Documents. B. Surface and Subsurface Conditions: Provisions concerning surface and subsurface conditions, if any, are set forth in the Geotechnical Data (Document 00 31 32). The document provides the identification of: ADDENDUM #1 ---PAGE BREAK--- Instruction to Bidders 00 21 13 - 3 1. those reports of explorations and tests of subsurface conditions at the site which have been utilized by ENGINEER in preparing the Contract Documents; and 2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site which have been utilized by ENGINEER in preparing the Contract Documents. C. Underground Facilities: Information and data indicated in the Contract Documents regarding Underground Facilities at or contiguous to the site is based upon information and data furnished to OWNER and ENGINEER by owners of such Underground Facilities. The OWNER does not assume responsibility for the accuracy or completeness thereof other than as provided in Article 4.03A.2 of the General Conditions (Document 00 72 00) or unless expressly provided in the Modifications to General Conditions (Document 00 73 03). D. Additional Explorations: On request, OWNER will provide each Bidder access to the site to conduct any explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder shall obtain permits, fill all holes, clean up and restore the site to its former condition upon completion of such explorations. Bidder agrees to indemnify and save the OWNER harmless against and from all claims arising out of Bidder's activities during and after the performance of additional explorations. E. Modifications to the Contract Documents: Provisions concerning the adequacy of the data furnished for subsurface structures and underground facilities, and the possibility of changes in the documents due to differing conditions appear in Articles 4.02 and 4.03 of the General Conditions (Document 00 72 00). PART 2 BIDDING PROCEDURES 2.1 INTERPRETATIONS AND ADDENDA A. All requests for interpretation of the Contract Documents shall be made in writing and delivered to the ENGINEER no later than 7 calendar days prior to opening of Bids. If required, ENGINEER will send written interpretation to all persons receiving a set of Bid Documents in the form of a written Addendum. If a Bidder's request for interpretation is not responded to by ENGINEER, Bidder shall not rely on Bidder's interpretation in the request contrary to the intent and terms of the Contract Documents. B. OWNER will not be responsible for any explanations or interpretations, except those duly issued in the form of written Addenda. C. Addenda may also be issued to modify the Bidding Documents as deemed advisable by ENGINEER. D. Addenda issued during the time of bidding shall be deemed to be included in the Bid. Bidder must acknowledge receipt of each Addenda on the Bid form. Failure to acknowledge receipt will cause Bid to be non-responsive. All Addenda shall become a part of the Contract Documents. ADDENDUM #1 ---PAGE BREAK--- Instruction to Bidders 00 21 13 - 4 E. Except to postpone the Bid opening, no Addenda shall be issued within 48 hours of the Bid opening. 2.2 EQUIPMENT AND MATERIAL OPTIONS PRIOR TO BID OPENING A. If a Bidder or Supplier wishes to use items of equipment and materials other than those identified in the Contract Documents, said Bidder or Supplier shall deliver a written request for approval to the ENGINEER at least 7 days prior to the date set for opening of bids. B. The procedure for submission of any such product option shall be as set forth in Article 6.04 of the General Conditions (Document 00 72 00). It is the sole responsibility of the Bidder or Supplier to submit complete descriptive and technical information so that ENGINEER can make a proper appraisal. C. ENGINEER's failure to act upon such a request within three days after delivery shall be deemed a denial thereof. D. Any such approval is at the sole discretion of the ENGINEER and will be in the form of an Addendum issued to all Bidder's holding Bid Documents indicating that the additional equipment and materials are approved as equal to those specified for the Project. 2.3 BID SECURITY A. Bid security: must be either in the form of a Bid Bond or cashier's check, as discussed below. No other form will be accepted. B. Amount of Bid security: The total amount of the Bid on which Bid security is to be based shall be the sum of all items of the Bid constituting the maximum amount of the possible award to the Bidder. The Bond amount must equal at least five percent of the total amount of the Bid. C. Bid Bond: The Bond shall accompany the Bid and shall be issued by a corporate surety company authorized to do business in the State of Utah. The Bond shall guarantee that the Bidder, if awarded the Work, will enter into the Construction Contract to perform the Work in the manner required by the Contract Documents. D. Bond Form: The Bid Bond must be submitted using the Bid Bond Form (Document 00 61 12). E. Cashier's Check: If a cashier's check is used in lieu of a Bid Bond, the cashier's check must be drawn on a bank doing business in the State of Utah and made payable to Millcreek. F. The cashier's check or Bid Bond of a Bidder to whom contract has been awarded will be returned to Bidder within three days after all the acts, for the performance of which said Bid Bond or Check is required, have been fully performed. The Bid Bonds and checks of all bidders will be held until Millcreek Mayors’ Office has awarded the contract or rejected all bids. The liability of Millcreek in connection with said checks shall be limited to the return of the checks as herein provided. G. Default: In the event of failure or refusal of the Bidder to enter into the Construction Contract and deliver to the OWNER a Performance Bond, Payment Bond and any other Bonds or documents required by the Contract Documents within ten days after award of the Work by Millcreek Mayor’s Office, the Bidder ADDENDUM #1 ---PAGE BREAK--- Instruction to Bidders 00 21 13 - 5 shall forfeit the sum of the Bid Bond or cashier's check to the OWNER as liquidated damages. 2.4 CONTRACT TIME AND PUNCH LIST TIME A. Provisions concerning Contract Time and Punch List Time are set forth in the Agreement (Document 00 52 00). 2.5 LIQUIDATED DAMAGES A. Provisions concerning liquidated damages are set forth in the Agreement (Document 00 52 00). 2.6 RETAINAGE A. Provisions concerning OWNER retaining money are set forth in the Agreement (Document 00 52 00). 2.7 BID FORM A. The Bid form (Document 00 41 00) identifies all forms comprising the Bid Documents. Additional copies may be obtained from ENGINEER. B. Bids by corporations must be executed in the corporate name by the president, vice-president or other corporate officer authorized to sign and must be properly attested to as an official act of the corporation. At the OWNER's request, authority to sign shall be submitted. C. Bids by partnerships must be executed in the partnership name and signed by a partner, whose title and official partnership address must be shown. D. Where joint ventures are proposed by contractors, all parties concerned shall be pre-qualified. A letter asking permission to participate in a joint venture must be submitted by the contractors to Millcreek and permission granted before bid opening. E. All names must be typed or printed under or near the signature. F. The Bid shall contain an acknowledgment of receipt of all Addenda. The Addenda numbers must be filled in on the Bid form. Failure to include Addenda numbers on the acknowledgement will cause the Bid to be considered non-responsive. G. The Bidder's address and telephone number for communications regarding the Bid must be shown on the first page of the Bid form. H. The Bidder shall make no stipulations or alterations on the Bid forms. The Bidder must use only the Bid form and Bid Schedules bound in the Contract Documents. The complete Contract Documents should be submitted as the Bidder's Bid. I. Anyone signing any of the Contract Documents as the agent of another, or others, must file with it legal evidence of his/her authority to do so. Such evidence must be either a notarized power of attorney or a certified court order. 2.8 BID SCHEDULE A. Any work or material which is specified in the Contract Documents or which is necessary because of the nature of the Work, but which is not listed separately in the Bid Schedule (Document 00 43 00) shall not be measured or paid for ADDENDUM #1 ---PAGE BREAK--- Instruction to Bidders 00 21 13 - 6 separately. The cost of such work or material shall be considered as included in the Contract Price. B. All blanks on the Bid Schedule (Document 00 43 00) must be completed in ink or by typewriter. If applicable, furnish both the unit and the total costs for each item. Numbers shall be stated in figures, and the signature of all persons signing shall be in longhand. The Bid Schedule must not contain any erasures, interlineation or other corrections unless each such correction is suitably authenticated, by affixing in the margin immediately opposite the correction, the surname or initials of the person or persons signing the bid. Any corrections, alterations or erasures made by the Bidder on the Bid Schedule shall be initialed in ink by the Bidder. All corrections, interlineations, etc. not made in ink or typewritten and authenticated as required herein shall be ignored, and shall not be deemed to modify figures and/or signatures or initials made in ink or typewritten. 2.9 SUBMISSION OF BIDS A. Bids shall be submitted at the time and place indicated in the Invitation to Bid (Document 00 11 16) and must be enclosed in an opaque, sealed envelope, marked with the Project title, the name and address of the Bidder, and the date and time of bid opening. If the Bid is sent through the mail or other delivery system the sealed envelope should be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. Delivery of the Bid before the scheduled time bid opening is the sole responsibility of the Bidder. B. Alternate bids, other than those called for in the Bid form, will not be considered. C. No oral, telegraphic, telephonic, facsimile or modified bids will be considered. 2.10 MODIFICATION AND WITHDRAWAL OF BIDS A. At any time prior to the opening of Bids, Bids may be modified or withdrawn if a written withdrawal is signed by Bidder and delivered to the place where Bids are to be submitted. B. Within 24 hours after Bids are opened, any Bidder may file written notice with OWNER that there was a substantial mistake made in the preparation of its Bid. Bidder must thereafter demonstrate Bidder's mistake to the reasonable satisfaction of the OWNER. If OWNER agrees, Bidder may withdraw its Bid and the Bid security will be returned to the Bidder. C. AT OWNER's option, Bidder may resubmit a bid withdrawn for mistake as permitted herein and the bid will be considered for award of the Work to the Bidder on the following conditions: There is clear and convincing evidence of the mistake, and there is clear and convincing evidence of the intended bid. However, if the resubmitted bid, after correction, would displace an apparent low bidder, the evidence of mistake and the intended bid must appear substantially from the face of the original bid itself. OWNER's determinations in these circumstances shall be final. ADDENDUM #1 ---PAGE BREAK--- Instruction to Bidders 00 21 13 - 7 2.11 OPENING OF BIDS A. Bids will be opened and read aloud publicly. An abstract of the amounts of the base schedule of prices and any alternate schedules will be made available for review after the opening of Bids. B. Bidders are invited to attend the bid opening. C. Award of the Work shall not be made at the bid opening. The only identification to be made at bid opening will be the "apparent low bidder". D. Any Bids presented or received after the time specified in the Invitation to Bid (Document 00 11 16) will not be accepted or opened. They will be either refused, or retained in the Office of Contracts and Procurement until such time as they can be returned. The time indicated by the "date and time received" stamp of the bid depository location shall be deemed conclusive. 2.12 BIDS TO REMAIN FIRM FOR SPECIFIED TIME A. All bids remain firm and subject to acceptance for 30 days after the day of the Bid opening. OWNER may, in its sole discretion, release any Bid and return the Bid security prior to expiration of that time period. 2.13 COMPLIANCE WITH EMPLOYMENT LAWS AND REGULATIONS A. Bidders are advised that the Construction Contract and its performance are subject to the applicable provisions of all Laws and Regulations. Bidder will be obligated upon written request, to give all applicable assurances of compliance in connection therewith. B. If federal nondiscrimination requirements are required, the Bidder shall be fully knowledgeable of, and comply with, such requirements. PART 3 AWARD OF CONTRACT 3.1 QUALIFICATIONS OF BIDDERS A. Upon request of OWNER, a Bidder whose bid is under consideration for award shall submit to the OWNER the following information for the Bidder, or Bidder's Subcontractors, or Bidder's Suppliers: 1. Evidence showing financial condition; 2. Experience in performing work on a similar type of project; 3. Present construction commitments; 4. Organizational structure; 5. Equipment which is to be used to do the Work; 6. Litigation or claims which are pending, threatened, settled or otherwise disposed of within the last 3 years; ADDENDUM #1 ---PAGE BREAK--- Instruction to Bidders 00 21 13 - 8 7. Evidence of ability to perform and complete the Work in a manner and within the time limit specified; 8. All matters consistent with federal, state and local Laws and Regulations; and 9. Such other data as may be called for in the Supplementary Instructions to Bidders (Document 00 22 13). 3.2 EVALUATION OF BIDS A. OWNER reserves the right to reject any and all Bids; to waive minor informalities in the Bid Schedule and elsewhere so long as the informalities do not affect the Contract Documents or render the bid non-compliant with Laws and Regulation pertaining to bidding requirements; to negotiate and agree to contract terms with the successful Bidder; and to disregard non-conforming, non-responsive, unbalanced or conditional Bids. B. OWNER reserves the right to reject any Bid if OWNER believes that it would not be in the best interest of the Project or the OWNER to make an award to that Bidder. Such rejection may be because the Bid is not responsive; or the Bidder is unable, unqualified, or of doubtful ability; or the Bid or Bidder fails to meet any other pertinent standard or criteria established by OWNER in the Supplementary Instructions to Bidders (Document 00 22 13). C. In determining Bidders' ability to fulfill the contract, if awarded, OWNER may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as provided in the Subcontractors and Supplier Report (Document 00 43 36). D. OWNER may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Intent to Award the Construction Contract. E. To establish qualifications of Bidder, OWNER may request such data indicated in Article 3.01 hereinabove and conduct such investigations as OWNER deems appropriate. F. If the Construction Contract is to be awarded, it will be awarded to the lowest, qualified, responsible and responsive Bidder as determined by the OWNER. Alternates may be accepted depending upon availability of OWNER funds. Bid alternates will be considered in determining the lowest, qualified, responsible, and responsive Bidder. G. Bid Schedules will be evaluated as follows: 1. Discrepancies in the multiplication of quantities of Work items and unit prices will be resolved in favor of the unit prices. 2. Prices written out in form shall govern over prices in numbers. 3. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 4. Bids shall not contain any recapitulations of or changes in the work to be done. ADDENDUM #1 ---PAGE BREAK--- Instruction to Bidders 00 21 13 - 9 3.3 SUBCONTRACTORS, SUPPLIERS AND OTHERS A. Bidder shall not subcontract more than 75 percent of the dollar value of the total contemplated Work (except for the supply of materials and equipment) without OWNER's prior written approval. B. Conflict of interest pertaining to Subcontractors is described in Paragraph 6.05G of the General Conditions (Document 00 72 00). 3.4 CONTRACT SECURITY AND OTHER SUBMITTALS A. Performance Bond (Document 00 61 13.13) and Payment Bond (Document 00 61 13.16): The OWNER's requirements as to Performance and Payment Bonds are as set forth in part 5 of the General Conditions (Document 00 72 00). Specific requirements are set forth in the Performance Bond (Document 00 61 13.13) and the Payment Bond (Document 00 61 13.16). 1. The form of the Bonds should be carefully examined by the Bidder. 2. When the successful Bidder delivers the executed Construction Contract to OWNER, it must be accompanied by the required Performance and Payment Bonds. B. Subcontractor and Supplier Report (Document 00 43 36): One form is required for each schedule specified in the Bid Schedule (Document 00 43 00) within 24 hours of OWNER's request. The Subcontractor and Supplier Report (Document 00 43 36) shall list the name and address, of each Subcontractor who will perform work or labor or render service to the Bidder at the site of the Work, or a Subcontractor who, off the job site, will specially fabricate a portion of the Work or improvement according to detail Drawings. In each instance, the nature and extent of the Work to be sublet in an amount in excess of 2 percent of the Bid sum shall be described. C. Bidder Status Report (Document 00 43 38): One completed form shall be submitted. D. Certificate of Insurance (Document 00 62 16): The OWNER's requirements as to insurance are as set forth in part 5 of the General Conditions (Document 00 72 00). Certificate(s) of required insurance are to be submitted as attachments to Document 00 62 16. E. Other Information: When a determination has been made to award the Construction contract, Bidder is required, prior to the award or after the award, or both, to furnish such other information as the ENGINEER requests. 3.5 ADJUSTMENTS TO THE COST OF THE WORK AFTER OPENING OF BIDS A. The Contract Price identified in the Agreement (Document 00 52 00) represents the Cost of the Work which is to be paid by the OWNER to the CONTRACTOR. Adjustments to the Contract Price which are agreed to between the OWNER and the successful Bidder shall be effected by signing a Change Order concurrent with signing the Agreement. ADDENDUM #1 ---PAGE BREAK--- Instruction to Bidders 00 21 13 - 10 3.6 SIGNING OF AGREEMENT A. Within 10 days after OWNER gives Notice of Intent to Award the Construction Contract to the successful Bidder, the Bidder shall pick up, sign and deliver the required number of copies of the Agreement (Document 00 52 00) and attached documents to OWNER with the required Bonds. A minimum of 3 originals will be signed. One executed original will be returned to the Bidder. B. Transfers, delegations or assignments of interests in the Contract Documents are prohibited, unless prior written authorization is received from the OWNER. C. At the time of Bidding, Bid Opening, and the signing of the Agreement (Document 00 52 00), and at all times during the Work, Bidder shall be properly licensed to do the Work and shall be in compliance with the contractor licensing laws of the State of Utah. PART 4 MISCELLANEOUS 4.1 SUBSTITUTE OR "OR-EQUAL" ITEMS A. The Contract, if awarded, will be on the basis of materials and equipment described in the Drawings, Specifications and any Addenda. B. No application for substitutions or "or equal" items will be considered after bid opening until after CONTRACTOR signs the Agreement. If Bidder wishes to furnish or install a substitute or an "or-equal" item of material or equipment after the Effective Date of the Construction Contract, the procedure for submitting an application for substitution is set forth in Article 6.04 of the General Conditions (Document 00 72 00) and section 01 25 00 of the APWA Standard Specifications. END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Geotechnical Data 00 31 32 - 1 00 22 03 Modifications to Instructions to Bidders Add the following: 4.2 SUBCONTRACTOR, SUPPLIERS AND OTHERS C. The following firms have been under contract to the OWNER in the design phase of the Work and therefore shall not be used as Subcontractors. 1. Design Consultant: Cobb, Fendley & Associates, Inc. 2. Geotechnical Consultants: 3. Surveying Consultant: 4. Other: 5. Other: END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Geotechnical Data 00 31 32 - 1 00 31 32 Geotechnical Data PART 1 GENERAL 1.1 REPORTS OF EXPLORATIONS AND TESTS A. Identification of Reports: In the preparation of Drawings and Specifications, ENGINEER has relied upon the following geotechnical reports of explorations and tests of subsurface conditions at or contiguous to the Work site: 1. N/A B. Accuracy: For the purposes of bidding or construction, the Bidder may rely upon the accuracy of the geotechnical data at the locations where the data was obtained and to the depths indicated, but not upon any other information, interpretations or opinions contained in the geotechnical data itemized above or for the completeness thereof expressed or implied. C. Geotechnical Data Not a Part of the Contract Documents: Geotechnical data itemized above are not a part of the Contract Documents, but the technical data contained therein upon which Bidder is entitled to rely as provided in Article 4.02 of the General Conditions (Document 00 72 00) are incorporated by reference. 1.2 DRAWINGS OF SURFACE AND SUBSURFACE STRUCTURES A. Identification of Drawings: In the preparation of Drawings and Specifications, ENGINEER has relied upon the following drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: 1. Drawings dated _December 22, 2022_ prepared by _CobbFendley_ entitled: _____City Center Power Relocation_________ consisting of pages. 2. Drawings dated prepared by entitled: consisting of pages. B. Drawings Not a Part of the Contract Documents: Drawings itemized above are not a part of the Contract Documents. Location of the surface and subsurface structures and utilities are further described in Article 4.03 of the General Conditions (Document 00 72 00). END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- BID FORMS ADDENDUM #1 ---PAGE BREAK--- Bid Information 00 41 00 - 1 00 41 00 Bid Information PART 1 GENERAL 1.1 BIDDER A. Name and address: B. Telephone C. Facsimile D. IRS Tax identification E. Bidder holds license number , issued by the Utah State Department of Commerce, Occupational and Professional Licensing Division, on the day of , 20 . Bidder is licensed to practice as a Contractor. License renewal date is the day of , 20 . F. E-mail address: 1.2 NOTICE 1. Pursuant to Section 58-55-501(8), Utah Code Annotated (UCA), 1953, as amended, it is unlawful to submit a bid for any work for which a license is required under Chapter 55 of Title 58, UCA, by a person or other business entity not licensed or excepted from licensure as a contractor under Chapter 55 of Title 58, UCA. 1.3 CONSTRUCTION CONTRACT A. Name of Project: City Center Power Relocation Project________ B. Project Number: 1.4 ADDENDA A. Bidder hereby acknowledges receipt of the following Addenda. (list Addenda numbers here) 1.5 SUBMITTALS B. To bid for the Work, Bidder is required to submit: 1. This document (Document 00 41 00) ADDENDUM #1 ---PAGE BREAK--- Bid Information 00 41 00 - 2 2. Bid Schedule (Document 00 43 00) 3. Bid Security (Document 00 43 13) 4. Certificate of Non-Discrimination (Document 00 45 36) 5. Certificate of Non-Collusion (Document 00 45 19) B. After receiving notice from ENGINEER that Bidder's Bid is under consideration for award, the following documents are to be submitted subsequent to the Notice of Intent to Award. 1. Document 00 45 49: Bidder Status Report. 2. Document 00 43 36: Subcontractor and Supplier Report. 3. Document 00 61 13.13: Performance Bond. 4. Document 00 61 13.16: Payment Bond. 5. Document 00 62 16: Certificate(s) of Insurance required by Contract Documents. 6. 1.6 DEFINITIONS A. Bid Documents: The Bid Documents consist of the Invitation to Bid, the Instructions to Bidders, any Supplementary Instructions to Bidders, this Bid form, any supplements (or post-bid supplements) attached to this Bid form, the Bid Schedule, any data listed by and limited to the provisions in the Geotechnical Data Document (Document 00 31 32), and the Bid Bond. B. Bid Bond: Document 00 43 13. PART 2 COVENANTS 2.1 BIDDER TO ENTER INTO AN AGREEMENT A. In General: Bidder agrees, if this Bid is accepted, to enter into a Construction Contract with the OWNER to perform and furnish all work specified or indicated in the Contract Documents and at the Contract Time and the Contract Price identified in the Agreement (Document 00 52 00). B. Change Order: If it becomes necessary to further define the Work, Contract Price, Contract Time or some other portion of the Construction Contract prior to signing the Agreement Document (00 52 00), ENGINEER shall prepare a Change Order describing such change. The necessity for preparing such a Change Order is the OWNER's sole option. If the Change Order is acceptable to the Bidder, the Bidder agrees to execute the Change Order concurrent with the execution of the Agreement. ADDENDUM #1 ---PAGE BREAK--- Bid Information 00 41 00 - 3 2.2 BIDDER ACCEPTS TERMS AND CONDITIONS A. Bidder accepts all of the terms and conditions of the Bid Documents, including without limitation those dealing with the disposition of Bid security. B. Bidder will pick up, sign and submit the Agreement (Document 00 52 00) with the Bonds and other documents required by the Agreement within 10 days after the date of OWNER's Notice of Intent to Award the Construction Contract. 2.3 REPRESENTATION OF BIDDER A. In submitting this Bid, Bidder represents, as more fully set forth in the Instructions To Bidders (Document 00 21 13), that: 1. Nature of the Work: Bidder has become familiar with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 2. Surface and Subsurface Conditions: Bidder has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions which are identified in the Geotechnical Data (Document 00 31 32) (if any). 3. Underground Utilities: Bidder has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site. 4. Bidder Investigation: Bidder has correlated the results of all observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents. 5. Discrepancy Resolutions: Bidder has given ENGINEER written notice of all conflicts, errors or discrepancies that Bidder has discovered in the Contract Documents and acknowledges that all written resolutions thereof, issued by ENGINEER prior to Bid opening, are acceptable to Bidder. 2.4 OWNER'S RIGHTS AT BID AWARD A. Bidder agrees OWNER has the right to reject this Bid, or to award the Work or any part thereof to the undersigned at the prices stipulated. Bidder agrees to make no claim for damages for such rejection or award. B. If the Bid is rejected, then the Bid security shall be returned to the Bidder. C. If the Bid is accepted the OWNER will notify Bidder of OWNER's intent to award the Construction Contract to the Bidder. The Bidder shall have 10 days to sign the Agreement (Document 00 52 00) and any negotiated Change Order issued pursuant to Article 10.01 of the General Conditions (Document 00 72 00), and to deliver the same, together with the required Performance Bond and Payment Bond, to the OWNER. If Bidder fails to sign and deliver the Agreement or negotiated Change Order and the required Bonds, as specified, the Bid security, ADDENDUM #1 ---PAGE BREAK--- Bid Information 00 41 00 - 4 at OWNER's option, shall be claimed and cashed and the amount thereof paid to OWNER as liquidated damages for the failure of the Bidder to comply with the terms of the Bid. D. Bidder agrees the Bid may be rejected if the submittals required by this Document or the Notice of Intent to Award are not submitted within the time listed in the Notice of Intent to Award. 2.5 NON-COLLUSION A. Bidder agrees the Bid is genuine. The Bid is not made in the interest of or on behalf of any undisclosed person, firm or corporation. B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. C. Bidder has not solicited or induced any person, firm or corporation to refrain from bidding. D. Bidder has not sought by collusion to obtain for itself any other advantage over any separate Bidder or over OWNER. 2.6 BID PRICING A. Bidder will complete the Work for the prices listed in the Bid Schedule (Document 00 43 00). Bidder agrees that quantities for Unit Price Work are not guaranteed. (Refer to Article 11.07 of the General Conditions (Document 00 72 00)). 2.7 SUBSTANTIAL COMPLETION, PROJECT COMPLETION AND LIQUIDATED DAMAGES A. Bidder agrees that the Work will be Substantially Complete and ready for Final Inspection on or before the expiration of the Contract Time indicated in the Agreement (Document 00 52 00). B. Bidder agrees the Work will be complete and ready for final payment in accordance with Article 14.09 of the General Conditions (Document 00 72 00) on or before the expiration of the Punch List Time indicated in the Agreement. C. Bidder accepts the provisions of the Agreement (Document 00 52 00) as to liquidated damages in the event of failure to complete the Work on time and in accordance with the Contract Documents. PART 3 EXECUTIONS 3.1 EFFECTIVE DATE A. Bidder executes this Bid and declares it to be in effect as of the day of ADDENDUM #1 ---PAGE BREAK--- Bid Information 00 41 00 - 5 3.2 BIDDER'S SUBSCRIPTION A. Bidder's B. Print Bidder's name C. Title of person END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Bid Information 00 41 00 - 1 00 43 00 Bid Schedule PART 1 GENERAL 1.1 CONSTRUCTION CONTRACT A. Name of Project: ____City Center Power Relocation Project________ B. Project Number: ____ENG 1.2 RELATED REQUIREMENTS A. APWA 01 29 00: Payment Procedure. 1.3 SCHEDULES TO BE ADDED TO THE AGREEMENT A. This Bid Schedule contains the schedules of prices which will be incorporated into the Agreement (Document 00 52 00) by reference. 1.4 PRICES A. B. Base Bid C. Base Bid: Item No. Specification Reference Number Classification of Unit Price Work Quantity Unit Unit Price Amount 1 01 55 26 Traffic Control 1 Lump Sum $ $ 2 01 57 00 Temporary Controls 1 Lump Sum $ $ 3 31 23 16 Dewatering 30 Days S $ 4 01 71 13 Mobilization and Demobilization (10% Max.) 1 Lump Sum $ $ 5 01 71 23 Construction Layout 1 Lump Sum $ $ 6 SWEEPS Fiberglass per RMP Standards 1 Lump Sum $ $ ADDENDUM #1 ---PAGE BREAK--- Bid Schedule 00 43 00 - 2 7 4 INCH CONDUIT(BORE) 87 Linear Feet $ $ 8 6 INCH CONDUITS (BORE) RMP UNDERGROUND CONDUIT SYSTEMS 960 Linear Feet $ $ 9 6 INCH CONDUITS (OPEN CUT) RMP UNDERGROUND CONDUIT SYSTEMS 888 Linear Feet $ $ 10 POWER VAULT (7’X12’ SLEEVE AND RISER) RMP UNDERGROUND CONDUIT SYSTEMS 4 Each $ $ 11 31 23 16 Pothole Existing Utility 24 Each $ $ 12 CLASS 3000 CONCRETE BOLLARDS 2 Each $ $ 12 Re-Establishment of Existing Surface Features 1 Lump Sum S S D. Summary: 1. Base Bid: 2. Base Bid Total in written words: 1.5 UNIT PRICE - MEASUREMENT AND PAYMENT A. Base Bid: Measurement and payment shall include only the work associated with the applicable Bid Schedule in accordance with APWA 01 29 00 as follows: 1. Traffic Control a. APWA Standard Specification Reference: APWA 01 55 26. b. Measurement: Lump Sum. c. Payment Covers: Costs associated with all labor, materials, and equipment required to develop and implement approved traffic control plans in accordance with requirements from Millcreek. Plan must be prepared by a certified to maintain smooth vehicular traffic flow through the project area and designated alternate routes ADDENDUM #1 ---PAGE BREAK--- Bid Schedule 00 43 00 - 3 including, but not limited to barriers, signs, electronic message boards, warning devices, flaggers, temporary striping, and cleaning roads to maintain a clean condition with no accumulation of dirt, debris or other foreign objects. Bid item also includes maintenance and removal of all temporary traffic control devices upon completion of a traffic control plan. d. Payment also includes all labor, materials, and equipment required to maintain safe pedestrian access through the project area during construction including but not limited to signage, warning devices, safety fencing. Coordination with local school district is required when school safe passage routes are impacted. Coordination with businesses is required when pedestrian access is affected. e. Payment also includes all labor, materials, and equipment required to maintain business access through the project area during construction including but not limited to any materials required to provide continuous access, business access signage, warning, and directional devices. 2. Temporary Controls a. APWA Standard Specification Reference: APWA 01 57 00. b. Measurement: Lump Sum. c. Payment Covers: All surface and subsurface temporary environmental controls and removal thereof at the construction site and related areas including, but not limited to temporary fencing, stockpiling native material for reuse, inlet protection, and preparation and implementation of 3. Dewatering a. APWA Standard Specification Reference: APWA 31 23 16. b. Measurement: Days. c. Payment Covers: Keeping all surfaces free from surface and ground water. Dewatering excavations sites, the verification of the contaminates in the water, and disposal, if necessary, any damage related to dewatering. 4. Mobilization and Demobilization (10% Max) a. APWA Standard Specification Reference: APWA 01 71 13. b. Measurement: Lump Sum. c. Payment Covers: Cost of mobilization, temporary facilities, modifying and maintaining project sponsorship signs, pothole existing utilities, project site pre-construction video tape, and all necessary permits from Millcreek, the Utah Department of Transportation, Salt Lake City Public Utilities, Mt. Olympus Improvement District, and other applicable entities. ADDENDUM #1 ---PAGE BREAK--- Bid Schedule 00 43 00 - 4 d. The lump sum cost of Mobilization and Demobilization shall not exceed 10% of the total base bid. Any bid proposal that contains a bid for mobilization and demobilization greater than 10% of the total bid may be deemed unresponsive. e. Partial payments will be as follows: Partial Payment Amount When Paid 1st 25 percent of mobilization or 2.5 percent of original contract amount, whichever is less. With 1st estimate 2nd 25 percent of mobilization or 2.5 percent of original contract amount, whichever is less. With 1st estimate following completion of 5 percent of contract. 3rd 25 percent of mobilization or 2.5 percent of original contract amount, whichever is less. With 1st estimate following completion of 10 percent of contract 4th 25 percent of mobilization or 2.5 percent of original contract amount, whichever is less. With 1st estimate following completion of 20 percent of contract 5. Construction Layout a. APWA Standard Specification Reference: APWA 01 71 23. b. Measurement: Lump Sum. c. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to conduct construction surveying and staking as required within the limits of construction as shown on the project plans. d. Survey work to determine excavation quantities by a licensed professional measured on a cubic yard basis for acceptable excavated material is included in this pay item. The in-place volume of materials as computed by the average end areas shall be determined and computations submitted to the Engineer. 6. SWEEPS a. Standard Specification Reference: RMP UNDERGROUND CONDUIT SYSTEMS. b. Measurement: Lump Sum. c. Payment Covers: All cost of labor, materials, equipment, and appurtenances required to demolish. All cost of permits, conduits, ADDENDUM #1 ---PAGE BREAK--- Bid Schedule 00 43 00 - 5 open cut trench, bore, removal, and re-establishment of existing surface features. All associated costs to install. 7. 4 INCH CONDUITS (BORE) a. Standard Specification Reference: RMP UNDERGROUND CONDUIT SYSTEMS. b. Measurement: Linear Feet. c. Payment Covers: All cost of labor, materials, equipment, and appurtenances required to demolish. All cost of permits, conduits, open cut trench, bore, removal, and re-establishment of existing surface features. All associated costs to install. 8. 6 INCH CONDUITS (BORE) a. Standard Specification Reference: RMP UNDERGROUND CONDUIT SYSTEMS. b. Measurement: Linear Feet. c. Payment Covers: All cost of labor, materials, equipment, and appurtenances required to demolish. All cost of permits, conduits, open cut trench, bore, removal, and re-establishment of existing surface features. All associated costs to install. 9. 6 INCH CONDUITS (OPEN CUT) a. Standard Specification Reference: RMP UNDERGROUND CONDUIT SYSTEMS. b. Measurement: Linear Feet. c. Payment Covers: All cost of labor, materials, equipment, and appurtenances required to demolish. All cost of permits, conduits, open cut trench, bore, removal, and re-establishment of existing surface features. All associated costs to install. 10. POWER VAULT (7’X12’ SLEEVE AND RISER) a. Standard Specification Reference: RMP UNDERGROUND CONDUIT SYSTEMS. b. Measurement: Each. c. Payment Covers: All cost of labor, materials, equipment and appurtenances required to demolish. All cost of permits, conduits, open cut trench, bore, removal, and re-establishment of existing surface features. All associated costs to install. 11. Pothole Existing Utility a. APWA Standard Specification Reference: APWA 31 23 16 b. Measurement: Each, as directed by Owner, Engineer. c. Payment Covers: All cost of labor, materials, equipment and appurtenances required to pothole existing utilities to determine ADDENDUM #1 ---PAGE BREAK--- Bid Schedule 00 43 00 - 6 location and depth via an approved non-destructive method. Coordination with utility owners/representatives shall be considered part of this item. 12. CLASS 3000 CONCRETE BOLLARDS a. Standard Specification Reference: APWA 03 30 04 b. Measurement: Each. c. Payment Covers: All cost of labor, materials, equipment, and appurtenances required to demolish. All cost of permits, conduits, open cut trench, bore, removal, and re-establishment of existing surface features. All associated costs to install. 13. Re-Establishment of Existing Surface Features a. Standard Specification Reference: APWA 03 30 04 b. Measurement: Lump Sum. c. Payment Covers: All cost of labor, materials, equipment, and appurtenances required to demolish. All cost of permits, conduits, open cut trench, bore, removal, and re-establishment of existing surface features. All associated costs to install. END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Bid Bond 00 43 13 - 1 00 43 13 Bid Bond PART 1 GENERAL 1.1 PROCEDURE A. The Bid Bond should be submitted on AIA Document A310, as published by the American Institute of Architects, 1736 N.Y. Ave. N.W., Washington, D.C. 20006. If said form is not reasonably available, bid security may be submitted on another form, provided the same is acceptable to the OWNER and approval of said form is obtained by Bidder prior to submitting Bid. END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- SUPPLEMENTS TO BID FORMS ADDENDUM #1 ---PAGE BREAK--- Subcontractor and Supplier Report 00 43 36 - 1 00 43 36 Subcontractor and Supplier Report PART 1 GENERAL 1.2 BIDDER A. Name and address: B. Telephone Number: 1.3 CONSTRUCTION CONTRACT A. Name of Project: City Center Power Relocation Project________ B. Project Number: ENG PART 2 REPORT 2.1 SCHEDULE OF PRICES A. The Bidder shall submit a separate copy of this form for each separate schedule of prices listed in the Bid Schedule (Document 00 43 00). The information provided on this form is applicable to the schedule of prices known as 2.2 SUBCONTRACTORS AND SUPPLIERS A. Failure of the Bidder to specify a Subcontractor for any portion of the Work constitutes an agreement by the Bidder that the Bidder is fully qualified to perform that portion, and that Bidder shall perform that portion. Bidder must have the written consent of OWNER to substitute for any of the Subcontractors or Suppliers designated below or to employ any Subcontractor or Supplier which is not listed below. B. Bidder will be fully responsible to OWNER for the acts and omissions of Subcontractors and Suppliers and of persons either directly or indirectly employed by them, as Bidder is for the acts and omissions of persons employed by Bidder directly. C. Nothing contained in the Contract Documents shall create any contractual relationship between any Subcontractor or Supplier and the OWNER. Bidder agrees each subcontract with Bidder's Subcontractor will disclaim any third party or direct relationship between OWNER and any Subcontractor or Supplier. ADDENDUM #1 ---PAGE BREAK--- Subcontractor and Supplier Report 00 43 36 - 2 D. The names and addresses of the Subcontractors who will work under the terms of the Contract Documents and the estimated dollar amount of each subcontract (in excess of 2 percent of the Bid sum) are as follows: Name of Subcontractor Nature and Extent of Work to be Sublet Amount 1. 2. 3. 4. 5. 6. 7. 8. TOTAL $ A supplemental sheet is attached? Yes [ ] No. [ ] E. Suppliers: The names and addresses of the Suppliers who will work under the terms of the Contract Documents and the estimated dollar amount of each subcontract (in excess of 2 percent of the Bid sum) are as follows: ADDENDUM #1 ---PAGE BREAK--- Subcontractor and Supplier Report 00 43 36 - 3 Name of Supplier Nature and Extent of Work to be Sublet Amount 1. 2. 3. 4. 5. 6. 7. 8. TOTAL $ A supplemental sheet is attached? Yes [ ] No. [ ] ADDENDUM #1 ---PAGE BREAK--- Subcontractor and Supplier Report 00 43 36 - 4 PART 3 EXECUTION 3.1 EFFECTIVE DATE A. Bidder executes this Subcontractor and Supplier report and declares it to be a supplement to the Bid (Document 00 41 00) and in effect as of 3.2 BIDDER'S SUBSCRIPTION A. Bidder's signature: B. Please print Bidder's name here: C. Title of person signing: END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Bidder Status Report 00 43 38 - 1 00 43 38 Bidder Status Report PART 1 GENERAL 1.1 BIDDER A. Name and address: B. Telephone number: C. E-mail address: 1.2 CONSTRUCTION CONTRACT A. Name of Project: City Center Power Relocation Project________ B. Project Number: PART 2 REPORT 2.1 BIDDER STATUS REPORT A. Bidder affirms the following information is true and correct. 1. Number of employees: 2. Bidder's firm is: (check the following as applicable) Independently owned and operated. An affiliate of* A subsidiary of* A division of* A business with gross revenue in excess of $ A business with gross revenue below $ * PARENT COMPANY: Name: Address: Telephone Number: ADDENDUM #1 ---PAGE BREAK--- Bidder Status Report 00 43 38 - 2 PART 3 EXECUTION 3.1 EFFECTIVE DATE A. Bidder executes this status report and declares it to be a supplement to the Bid (Document 00 41 00) and in effect as of 3.2 BIDDER'S SUBSCRIPTION A. Bidder's Signature: B. Please print Bidder's name here: C. Title of person signing: END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Certificate of Non-Collusion 00 45 19 - 1 00 45 19 Certification of Non-Collusion PART 1 GENERAL 1.1 BIDDER A. Name of Project: City Center Power Relocation Project________ B. Project Number: 1.2 AFFIDAVIT STATE OF ) : ss. COUNTY OF ) The undersigned, being first duly sworn, avers as follows: 1. As a condition precedent to the award by Millcreek of a contract for the construction of the project referenced above, I, (owner)(partner)(officer)(authorized agent) (business name of bidder), do solemnly swear that neither I, nor to the best of my knowledge, any member or members of my firm or company have either directly or indirectly restrained free and competitive bidding on said project by entering into any agreement, participating in any collusion, or otherwise taking any action unauthorized or unlawful under the laws and regulations of the State of Utah or of Millcreek. ADDENDUM #1 ---PAGE BREAK--- Certificate of Non-Collusion 00 45 19 - 2 2. Dated this day of BIDDER Subscribed and sworn to before me, a Notary Public in and for said county and state, this day of Residing in: Commission Expires: END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Certificate of Non-Discrimination 00 45 36 - 3 00 45 36 Certificate of Non-Discrimination PART 1 GENERAL 1.1 PROJECT A. Name of Project: City Center Power Relocation Project________ B. Project Number: 1.2 AFFIDAVIT STATE OF ) : ss. COUNTY OF ) The undersigned, being first duly sworn, avers as follows: 1. As a condition precedent to the award by Millcreek of a contract for the construction of the project referenced above, I, (owner)(partner)(officer)(authorized agent) of (business name of bidder), do solemnly swear that neither I, nor to the best of my knowledge, any member or members of my firm or company will discriminate against any employee or applicant for employment because of race, creed, color, sex or national origin. 2. I will take affirmative action to assure that applicants are employed, and that employees are treated during employment without regard to their race, creed, color, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoffs or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. I agree to post in conspicuous places, available to employees and applicants for employment, notices to be provided by Millcreek setting forth the provisions of this certificate. 3. I will, in all solicitations or advertisement for employees placed by or on behalf of myself, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, sex or national origin. 4. I will send to each labor union or representative of workers with which I have a collective bargaining agreement or other contract or understanding, a notice to be provided by Millcreek advising the labor union or workers' representative of my commitments under this certificate, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. ADDENDUM #1 ---PAGE BREAK--- Certificate of Non-Discrimination 00 45 36 - 4 5. In the event of my noncompliance with this certificate or with any nondiscrimination requirements of national, state or local law or regulation, I consent to the termination of the contract for construction of the project referenced above should I and my firm receive award of said contract. 6. DATED this day of BIDDER By: Title: STATE OF ) : ss. COUNTY OF ) Subscribed and sworn to before me, a Notary Public in and for said County and State, this day of Commission Expires: Residing in END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- CONTRACT FORMS ADDENDUM #1 ---PAGE BREAK--- AGREEMENT FORM ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 1 00 52 00 Agreement PART 1 GENERAL 1.1 CONTRACTOR A. Name: B. Address: C. Telephone number: D. Facsimile number: E. E-Mail addresses: 1.2 OWNER A. Millcreek, a municipal corporation of the State of Utah, 3330 South 1300 East, Millcreek, Utah 84106. 1.3 CONSTRUCTION CONTRACT A. The Construction Contract is known as 3300 South between Highland Drive to Richmond St (1300 East). The work to be performed consists of furnishing and installing the equipment, facilities, services, and appurtenances thereto as included in the Contract Documents. Items of work are as follows: Installation of electrical power lines, switch gears, and power vaults. 1.4 ENGINEER A. John Miller, P.E., or his designee is the Engineer who has the rights, authority and duties assigned to Engineer in the Contract Documents; provided, however, Engineer shall not have authority to increase the contract price to an amount that exceeds the amount budgeted for the project by the Owner for the Project. 1.5 AGREEMENT PERFORMANCE A. The Contractor shall perform everything required to be performed by Contractor in the Contract Documents, shall provide and furnish all labor, tools and ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 2 equipment, and shall furnish and deliver all materials not specifically stated in the Contract Documents as being furnished by the Owner, to complete all the work necessary to complete the Project in Millcreek, State of Utah, in the best and most workmanlike manner and in strict conformity with the provisions of this Agreement. The plans and specifications and the proposals are hereby made a part of the agreement as fully and to the same effect as if the same had been set forth at length in the body of this Agreement. In the event of inconsistencies within or among parts of this Agreement, the Contract Documents or among Contract Documents, this Agreement, and applicable standards, codes, and references to previous versions of the Manual of Standard Specifications or Manual of Standard Plans, the Contractor shall provide the better quality or greater quantity of work; or (ii) comply with the more stringent requirement; either or both in accordance with Engineer’s interpretation. B. It is agreed that the status of the Contractor under this agreement is that of Independent Contractor rather than that of an Employee of the Owner. Accordingly, the Contractor, in performance of his obligations hereunder, is independent and free from control of the Owner in all that pertains to the execution of the work and shall perform the work according to the Contractor’s own methods without being subject to the rule, control or direction of the Owner or its representatives, save and except as to the results obtained. The finished work and the materials furnished must, however, conform strictly to this contract, the proposal, and the plans and specifications, and are subject to the final approval of the Owner and its authorized representatives, who may exert such direction and control thereof as may be necessary to achieve that conformity. All provisions in the specifications with respect to the direction and control of the work shall be construed so as to make effective this provision. It is agreed that the status of the Contractor under this agreement is that of Independent Contractor rather than that of an Employee of the Owner. Accordingly, the Contractor, in performance of his obligations hereunder, is independent and free from control of the Owner in all that pertains to the execution of the work and shall perform the work according to the Contractor’s own methods without being subject to the rule, control or direction of the Owner or its representatives, save and except as to the results obtained. The finished work and the materials furnished must, however, conform strictly to this contract, the proposal, and the plans and specifications, and are subject to the final approval of the Owner and its authorized representatives, who may exert such direction and control thereof as may be necessary to achieve that conformity. All provisions in the specifications with respect to the direction and control of the work shall be construed so as to make effective this provision. It is agreed that the status of the Contractor under this agreement is that of Independent Contractor rather than that of an Employee of the Owner. Accordingly, the Contractor, in performance of his obligations hereunder, is independent and free from control of the Owner in all that pertains to the execution of the work and shall perform the work according to the Contractor’s own methods without being subject to the rule, control or direction of the ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 3 Owner or its representatives, save and except as to the results obtained. The finished work and the materials furnished must, however, conform strictly to this contract, the proposal, and the plans and specifications, and are subject to the final approval of the Owner and its authorized representatives, who may exert such direction and control thereof as may be necessary to achieve that conformity. All provisions in the specifications with respect to the direction and control of the work shall be construed so as to make effective this provision. It is agreed that the status of the Contractor under this agreement is that of Independent Contractor rather than that of an Employee of the Owner. Accordingly, the Contractor, in performance of his obligations hereunder, is independent and free from control of the Owner in all that pertains to the execution of the work and shall perform the work according to the Contractor’s own methods without being subject to the rule, control or direction of the Owner or its representatives, save and except as to the results obtained. The finished work and the materials furnished must, however, conform strictly to this contract, the proposal, and the plans and specifications, and are subject to the final approval of the Owner and its authorized representatives, who may exert such direction and control thereof as may be necessary to achieve that conformity. All provisions in the specifications with respect to the direction and control of the work shall be construed so as to make effective this provision. PART 2 TIME AND MONEY CONSIDERATIONS 2.1 CONTRACT PRICE A. The Contract Price includes the cost of the Work specified in the Contract Documents, and the cost of all bonds, insurance, permits, fees, and all charges, expenses or assessments of whatever kind or character. The Owner shall pay the Contractor, as full consideration for the performance of this contract, the contract bid price per item as shown in the proposal, for the quantities of work actually performed and accepted. B. The Contract Price is: C. Dollars ) 2.2 CONTRACT TIME A. The work shall commence on the date set forth in the written Notice to Proceed from the Owner or its agent to Contractor and shall be completed and ready for Owner’s substantial completion inspection within 75 calendar days from the date of such notice. B. Any time specified in work sequences in the Summary of Work (Section 01 11 10) shall be a part of the Contract Time. ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 4 2.3 PUNCH LIST TIME A. The Work will be complete and ready for final payment within 30 calendar days after the date Contractor receives Engineer's Final Inspection Punch List unless exemptions of specific items are granted by Engineer in writing or an exception has been specified in the Contract Documents. B. Permitting the Contractor to continue and finish the Work or any part of the Work after the time fixed for its completion, or after the date to which the time for completion may have been extended, whether or not a new completion date is established, shall in no way operate as a waiver on the part of the Owner of any of Owner's rights under this Agreement. 2.4 LIQUIDATED DAMAGES A. Late Completion: Time is the essence of the Contract Documents. Contractor agrees that Owner will suffer damage or financial loss if the Work is not completed on time or within any time extensions allowed in accordance with Part 12 of the General Conditions (Document 00 72 00). Contractor and Owner agree that proof of the exact amount of any such damage or loss is difficult to determine. Accordingly, instead of requiring any such proof of damage or specific financial loss for late completion, Contractor agrees to pay to Owner the amount of $1,000 for each calendar day that extends after the Contract Time until the Work is accepted as Substantially Complete as provided in Article 14.5 of the General Conditions. B. Survey Monuments: No land survey monument will be disturbed or moved until Engineer has been properly notified and the Engineer's surveyor has referenced the survey monument for resetting. The parties agree that upon such an unauthorized disturbance it is difficult to determine the damages from such a disturbance, and the parties agree that Contractor will pay as liquidated damages the sum of $1,000 to cover such damage and expense. C. Interruption of Public Services: No interruption of public services shall be caused by Contractor, its agents or employees, without the Engineer's and Owner’s prior written approval. Owner and Contractor agree that in the event Owner suffers damages from such interruption, liquidated damages as stipulated above shall not be deemed to be a limitation upon Owner's right to recover the full amount of damages. C. Deduct Damages from Moneys Owed Contractor: Owner shall be entitled to deduct and retain liquidated damages out of any money which may be due or become due the Contractor. To the extent that the liquidated damages exceed ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 5 any amounts that would otherwise be due the Contractor, the Contractor shall be liable for such amounts and shall return such excess to the Owner. 2.5 RETAINAGE A. Retainage is Owner's Option: Owner may, in its sole discretion, retain five percent of the value of all Work done and materials or equipment supplied as part security for the fulfillment of the Construction Contract by the Contractor. If, in Engineer's opinion, the Work is proceeding in accordance with Contractor's approved progress schedule, and all progress schedule submittals are current and up to date, and all required payrolls, Shop Drawings, and miscellaneous submittals are current and up to date, the Owner may choose not to withhold retainage. 1. Reducing the Retainage: As the Work nears completion and solely at the Engineer's discretion, the Owner may reduce the retainage to an amount more in line with the Work actually remaining. 2. Retainage Held Until Final Payment: The Owner reserves the right to retain all amounts previously withheld or due the Contractor, including liquidated damages, until all Punch List items are complete. However, at Engineer's sole option, Engineer may authorize the release of up to all retained amounts except any liquidated damages and double Engineer's best estimate of the Contractor's cost to complete all remaining Punch List items. B. Interest: Except for money retained for items not provided or installed in accordance with the Contract Documents, any money retained by the Owner will be placed in an interest-bearing account held by the Owner in its Utah State Treasury Pool. The interest accrued thereon shall be the only interest paid to Contractor on the money retained and will be due and payable to the Contractor when the retained monies are paid. 2.6 PAYMENT PROCEDURES A. Progress Payments: Contractor shall submit Applications for Payment in accordance with Part 14 of the General Conditions (Document 00 72 00) and Section 01 29 00 (Payment Procedure). Payment will become due or payable only for items provided or installed by Contractor. If required by the Owner, any request or application by the Contractor for a partial payment shall be accompanied and supported by data establishing payment or satisfaction of all Contractor obligations for payroll, bills for materials and equipment, and other indebtedness, with such data establishment to be evidenced by receipts, releases and waivers of lien, arising out of the contract, to the extent and in such form as may be designated as acceptable and satisfactory by the Owner. The Owner may require such data, including but not limited to, and executed, completed lien waiver and release from all subcontractors, lower-tier ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 6 subcontractors and suppliers. The submission of these items, if requested by the Owner with the Contractor’s application or request for a partial payment shall constitute a condition precedent to the Contractor’s right to any such partial payment, and any particular application or request for partial payment submitted without these items, if so requested by the Owner, shall be deemed incomplete. 1. Withholding Payment: Owner reserves the right to withhold payment from Contractor for noncompliance with any provision of the Contract Documents. 2. Price Adjustments: Owner will consider making partial payment to the Contractor for certain nonconforming work in advance of any negotiated settlement reached between the Contractor and the Owner, provided the Contractor requests in writing that this be done. Contractor agrees that any such payments made by the Owner are "payments in advance" and that any money which becomes due when the final settlement is negotiated will not constitute payments "withheld" or "retained" under State law. B. Final Payment: After completion of all Work and Punch List items, Owner shall pay the Contract Price due after deducting therefrom all previous payments, unit price quantity adjustments, penalties, liquidated damages, and other amounts to be retained. All prior progress payments shall be subject to correction in the final payment. The final payment shall not be due and payable until the expiration of 30 days from approval of the request for final payment of Contractor by Engineer and Owner. Final payment, constituting the entire unpaid balance of the contract sum, shall be paid by the Owner to the Contractor when the work has been completed, the contract fully performed, and a final certificate for payment has been issued by the Engineer. Neither the final payment nor the remaining retainage shall become due until the Contractor submits to the Owner through the Engineer, an affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the work for which the Owner might in any way be responsible, have been paid or otherwise satisfied, consent of surety to final payment, and if required by the Owner, other data establishing payment or satisfaction of all such obligations, such as receipts, releases and waivers of liens arising out of the contract, to the extent and in such form as may be designated by the Owner. If after substantial completion of the work, final completion thereof is materially delayed through no fault of the Contractor or by the issuance of change orders affecting final completion, and the Engineer so confirms, the Owner shall, upon application by the Contractor and certification by the Engineer and without terminating the contract, make payment of the balance due for that portion of the work fully completed and accepted. If the remaining balance for work not fully completed or corrected is less than the retainage stipulated in the contract documents, and if bonds have been furnished, the written consent of the Surety ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 7 of the payment of the balance due for that portion of the work fully completed and accepted shall be submitted by the Contractor to the Engineer prior to certification of such payment. Such payment shall be made under the terms and conditions governing payments as heretofore set forth, except that it shall not constitute a waiver of claims. The making of final payment shall constitute a waiver of all claims by the Owner except those arising from: unsettled liens; faulty or defective work; failure of the work to comply with the requirements of the contract documents; or terms of any special warranties required by the contract documents. The acceptance of final payment shall constitute a waiver of all claims by the Contractor except those previously made in writing and identified by the Contractor as unsettled at the time of the final application for payment. All provisions of this agreement, including without limitation those establishing obligations and procedures, shall remain in full force and effect notwithstanding the making or acceptance of final payment. 1. Submittal: Final payment shall not be made until the Contractor has delivered and Engineer has accepted all submittals specified in Article 14.8 of the General Conditions (Document 00 72 00). 2. Owner Released From Claims: The payment and acceptance of the final Contract Price due and the adjustment and payment for any Work done in accordance with any alterations of the same, shall release the Owner from any and all claims of Contractor on account of Work performed under the Contract Documents or any Modification thereof, except for those claims specifically agreed to as reserved and unresolved by the Owner. 2.7 EXTRA WORK A. No money will be paid to the Contractor for any additions, deletions or revisions in the Work as stipulated in Article 10.1 of the General Conditions (Document 00 72 00), unless a contract Modification for such has been made in writing and validly executed by the Owner and Contractor. PART 3 COVENANTS 3.1 ASSIGNMENT NOT BINDING WITHOUT WRITTEN CONSENT A. Owner and Contractor agree no assignment of any right or interest in the Contract Documents will be made without the written consent of the Owner and the Contractor. No assignment will release or discharge the Owner or the Contractor from any duty or responsibility under the Contract Documents unless specifically stated to the contrary in any written consent to an assignment. ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 8 B. Contractor shall make no assignment of money that is due without the Owner's written consent (except to the extent that the effect of this restriction may be limited by Law or Regulation). 3.2 BINDING TERMS A. The Agreement, with all its forms, plans, specifications and stipulations, shall be binding upon the heirs, executors, administrators, successors and assigns of the respective parties. 3.3 INDEMNIFICATION A. Provisions concerning indemnification are set forth in Article 6.17 of the General Conditions (Document 00 72 00) as modified by Supplemental Conditions (Document 00 73 00). 3.4 DISPUTE RESOLUTION A. In General: 1. Unless a decision shall be held by an appropriate court of law to have been procured by fraud or to be arbitrary and capricious or so grossly erroneous as necessarily to imply bad faith, any factual decision made under this Article shall be final and binding in any suit or action arising under this Construction Contract, including any actions by Contractor or others against Owner or any of Owner's agents, consultants, or employees. 2. Compliance with provisions of this Article shall be a condition precedent prior to any legal action by the Contractor or any of Contractor's Subcontractors and Suppliers against Owner or any of Owner's agents, consultants, or employees. 3. The provisions of this Article shall not preclude or limit judicial review of issues of law. B. Disputes Not Related to the Guarantee of the Work: Any dispute arising under the Construction Contract concerning a question of fact, not related to the guarantee of the Work (Part 13 of the General Conditions (Document 00 72 00)), which is not disposed of by contract Modification shall be decided pursuant to the following procedure. 1. Any decision by Engineer interpreting the requirements of the Contract Documents may be appealed in writing to the Engineer. The Engineer's decision shall be reduced to writing and a copy shall be mailed or otherwise furnished to the Contractor. The decision of Engineer shall be ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 9 final and conclusive unless, within 30 days from the date of receipt of such copy, the Contractor mails or otherwise furnishes to Engineer a written appeal to the Owner. 2. Within 15 days from the receipt of any such appeal, the City Administrator shall issue a decision in writing and mail or otherwise furnish a copy thereof to the Contractor. The decision of the City Administrator shall be final and conclusive unless, within 15 days from the date of receipt of such decision, the Contractor mails or otherwise furnishes to the City a written appeal to a Dispute Committee. 3. The Dispute Committee shall consist of the Owner's Attorney, the Mayor, and an independent engineer selected by the Owner. 4. Said Committee shall have authority to investigate the appeal. 5. The decision of said Committee shall be rendered in writing within 15 days from receipt of the appeal and mailed or otherwise delivered to the Contractor. 6. The decision of said Committee shall be the final binding interpretation of the facts which are the subject of the appeal. A. Disputes Related to the Guarantee: Except as otherwise provided by contract Modification, any dispute concerning a question of fact involving or arising out of the guarantee required by the Contract Documents (Article 13.1 of the General Conditions (Document 00 72 00)), which is not disposed of by contract Modification shall be decided pursuant to the provisions of Paragraph 3.4B above. B. Work During Appeal: Notwithstanding the pendency of any protest or appeal provided above, Contractor shall, if so ordered by Engineer, proceed with the Work under the Contract Documents according to Engineer's direction and according to the decision on any appeal. The existence of a claim or protest shall not excuse Contractor from the requirements of the Contract Documents, including, but not limited to, the Contract Time. C. Appeals of Termination or Suspension: Any decision of Owner to terminate or suspend the Work shall not be subject to the provisions of this Article. 3.5 ATTORNEY’S FEES. A. In the event that either party institutes any action or proceeding against the other relating to the breach of any term of this agreement, then the unsuccessful party in such action or proceeding agrees to reimburse the successful party for ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 10 the reasonable expenses of such action including reasonable attorney fees, incurred therein by the successful party. 3.6 CONTRACTOR’S REPRESENTATIONS. The Contractor represents and warrants the following to the Owner (in addition to any other representations and warranties contained in the Contract Documents), as an inducement to the Owner to execute this Agreement, which representations and warranties shall survive the execution and delivery of this Agreement, any termination of this Agreement, and the final completion of the Work: A. that it and its Subcontractors are financially solvent, able to pay all debts as they mature, and possessed of sufficient working capital to complete the Work and perform all obligations hereunder; B. that it is able to furnish the plant, tools, materials, supplies, equipment, and labor required to complete the Work and perform its obligations hereunder; C. that it is authorized to do business in the State of Utah and properly licensed by all necessary governmental and public and quasi-public authorities having jurisdiction over it and over the Work and the Project; D. that its duly authorized representative has visited the site of the Project, familiarized himself with the local and special conditions under which the Work is to be performed, and correlated his observations with the requirements of the Contract Documents; and E. that it possesses a high level of experience and expertise in the business administration, construction, construction management, and superintendence of projects of the size, complexity, and nature of this particular Project, and it will perform the Work with the care, skill and diligence of such a contract. The foregoing warranties are in addition to, and not in lieu of, any and all other liability imposed upon the Contractor by law with respect to the Contractor’s duties, obligations, and performance hereunder. The Contractor acknowledges that the Owner is relying upon the Contractor’s skill and experience in connection with the work called for hereunder. 3.7 SPECIAL PROVISIONS REGARDING NONFUNDING The Contractor specifically understands and agrees that funds are not presently available for performance of this Agreement beyond the end of Owner’s fiscal year, which is June 30, 2023. Each party’s obligation for performance of this Agreement beyond such date is contingent upon funds being budgeted and appropriated for payment with respect to this Agreement. If no such funds or insufficient funds are appropriated and budgeted in any fiscal year, or if there is a reduction in appropriation ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 11 due to insufficient revenues, resulting in insufficient funds for the payments due or about to become due under this Agreement, then this Agreement shall create no obligation on the parties as to such fiscal years (or any succeeding fiscal year), and all obligations thereunder shall terminate and become null and void on the first day of the fiscal year on which funds were not budgeted or appropriated or in the event of reduction in appropriation on the last day before the reduction became effective (except as those portions of payments herein then agreed upon for which funds are appropriated and budgeted.) Such said termination shall not be construed as a breach of or a default under this Agreement and such termination shall be without penalty, additional payment, or other charges of any kind whatsoever to Contractor and no right of action or damage or other relation shall accrue to the benefit of the Contractor as to this Agreement, or any portion thereof, which may so terminate and become null and void. 3.8 CONTRACT DOCUMENTS. Contract Documents include the Manual of Standard Specifications, 2017 Edition, published by Utah LTAP Center, Utah State University, and Manual of Standard Plans, 2017 Edition, published by Utah LTAP Center, Utah State University, and those documents included in the term “Contract Documents” as defined therein. PART 4 EXECUTION 4.1 EFFECTIVE DATE. A. Owner and Contractor executed this Agreement and declared it in effect as of the day of , 2023. IN WITNESS WHEREOF, we have hereunto set our hands on the day and year first above written: MILLCREEK, OWNER By Jeff Silvestrini, Mayor Attest: Elyse Sullivan, CMC City Recorder Approved as to form: ADDENDUM #1 ---PAGE BREAK--- Agreement 00 52 00 - 12 John N. Brems, City Attorney [Contractor] By Its Attest: By END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- BONDS AND CERTIFICATES ADDENDUM #1 ---PAGE BREAK--- Performance Bond 00 61 13.13 - 1 00 61 13.13 Performance Bond PART 1 GENERAL 1.1 BOND A. Number: . B. Amount: dollars 1.2 SURETY A. Name and B. Telephone number: . C. Facsimile number: . 1.3 CONTRACTOR A. Name and address: B. Telephone number: . C. Facsimile number: . 1.4 OWNER A. Millcreek, a political subdivision of the State of Utah, 3330 South 1300 East, Millcreek, Utah 84106. 1.5 CONSTRUCTION CONTRACT A. Name of Project: City Center Power Relocation Project________ B. Project Number: 1.6 DEFINED TERMS A. Terms used in this performance Bond which are defined in Article 1.01 of the General Conditions (Document 00 72 00) will have the meanings indicated in the General Conditions. ADDENDUM #1 ---PAGE BREAK--- Performance Bond 00 61 13.13 - 2 PART 2 COVENANTS 2.1 SURETY'S AND CONTRACTOR'S RELATIONSHIP A. Surety and CONTRACTOR, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the OWNER for the performance of the Construction Contract, whether awarded or about to be awarded. B. If CONTRACTOR performs the Construction Contract, the surety and the CONTRACTOR shall have no obligation under this Bond, except to participate in conferences indicated in Article 2.03. 2.2 NOTICE A. Notice to the surety, the OWNER or the CONTRACTOR shall be sent by certified mail, return receipt requested, or hand delivered to the address shown on this Bond agreement. The date received at the address shown on this agreement shall be the date of actual notice to the surety, the OWNER, or the CONTRACTOR, however accomplished. 2.3 PROCEDURE TO INVOKE SURETY'S OBLIGATION A. If the CONTRACTOR fails to perform or to comply with the terms of the Construction Contract, and such failure to perform or to comply has not been waived by the OWNER, the OWNER may notify the CONTRACTOR and the surety, at their addresses described above, that the OWNER is considering declaring the CONTRACTOR in default. B. Before declaring the default, the OWNER must request and attempt to arrange a conference with the CONTRACTOR and the surety to be held at a time and place required by the OWNER to discuss methods of performing the Work. C. If the CONTRACTOR does not attend the conference and/or provide adequate assurance of intent and ability to perform the Work as required by the Construction Contract, the OWNER may declare the CONTRACTOR in default and formally terminate the CONTRACTOR's right to complete the Work. Such default shall not be declared earlier than 10 days after the CONTRACTOR and the surety have received actual notice as provided in Paragraph 2.02A. D. If the Contract with the CONTRACTOR is terminated, the OWNER agrees to pay the unpaid Balance of the Contract Price to the surety for completion of the Work in accordance with the terms of the Construction Contract or to a contractor selected by the surety to perform the Work in accordance with the terms of the Construction Contract. 2.4 SURETY'S OPTIONS AT CONTRACTOR TERMINATION A. Surety Completes the Work: The surety may undertake to perform and complete the Work itself, through its agents or through independent contractors. ADDENDUM #1 ---PAGE BREAK--- Performance Bond 00 61 13.13 - 3 B. Surety Obtains Bids or Proposals: The surety may obtain bids or negotiated proposals from qualified contractors acceptable to the OWNER for a contract for performance and completion of the Work. 1. Such bids or proposals shall be prepared by the surety for execution by the OWNER and the contractor selected. 2. Surety shall secure the contract with performance and payment Bonds executed by a qualified surety equivalent to this performance Bond and the payment Bond; and 3. Surety shall pay to the OWNER the amount of damages as described in Paragraph 2.06 in excess of the balance of the Contract Price incurred by the OWNER resulting from the CONTRACTOR's default. C. Surety to Pay OWNER: Surety may determine the amount for which surety believes it may be liable to pay, and tender payment therefor to the OWNER. OWNER has sole discretion to accept payment. If the OWNER refuses the tendered payment, or the surety has denied liability in whole or in part, the OWNER shall be entitled without further notice to surety to enforce any remedy available to the OWNER. 2.5 SURETY'S OBLIGATIONS A. After the OWNER has terminated the CONTRACTOR's right to complete the Construction Contract, and if the surety elects to complete the Construction Contract as indicated in Article 2.04, then the responsibilities of the surety to the OWNER shall not be greater than those of the CONTRACTOR under the Construction Contract, and the responsibilities of the OWNER to the surety shall not be greater than those of the OWNER under the Construction Contract. B. To the limit of the surety's obligations under this Bond, but subject to commitment by the OWNER to pay all valid and proper payments made to or on behalf of the CONTRACTOR under the Construction Contract, the surety is obligated, without duplication, for: 1. the responsibilities of the CONTRACTOR for correction of Defective Work and completion of the Construction Contract; 2. design professional and delay costs resulting from the CONTRACTOR's default, and resulting from the actions or failure to act of the surety under Article 2.04; and 3. liquidated damages which may become due for any reason. 2.6 UNRELATED OBLIGATIONS OF THE CONTRACTOR A. The surety and the OWNER shall not be liable to others for obligations of the CONTRACTOR that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or changed on account of any such unrelated obligations. ADDENDUM #1 ---PAGE BREAK--- Performance Bond 00 61 13.13 - 4 B. No right of recovery on this Bond shall accrue to any person or entity other than the OWNER or its administrators, or successors. 2.7 WAIVER OF NOTICE BY SURETY OF CHANGES A. Surety agrees that no modifications, omissions, or additions in or to the terms of the Construction Contract, including, but not limited to, Contract Price, Contract Time, scope of the Work, the plans or specifications, or to related subcontracts, purchase orders, and other obligations, shall affect the obligations of surety under this Bond. Surety hereby waives notice of any such change or changes. 2.8 VENUE A. Any suit or action commenced by OWNER under this Bond shall be brought in a court of competent jurisdiction in the County of Salt Lake, State of Utah. 2.9 TIME LIMIT FOR SUITS ON BOND A. No suit or action by OWNER to recover on this Bond may be sustained unless it shall be commenced within 2 years of the date of Substantial Completion. PART 3 EXECUTION 3.1 EFFECTIVE DATE A. Surety and CONTRACTOR execute this Bond agreement and declared it to be in effect as of the day 20 3.2 CONTRACTOR'S SUBSCRIPTION AND ACKNOWLEDGMENT A. Type of organization: (corporation, partnership, individual, etc.) B. If CONTRACTOR is a corporation, attach a corporate resolution evidencing CONTRACTOR's authority to sign. C. CONTRACTOR's signature: D. Please print name here: E. Title of person signing: F. Corporate Acknowledgement: In the County of State of on the day of , 20 , personally appeared before me and who, being by me duly sworn did say that they are the and of a (state) corporation, and that the foregoing instrument was signed in behalf of said ADDENDUM #1 ---PAGE BREAK--- Performance Bond 00 61 13.13 - 5 corporation by authority of a resolution of its board of directors; and said persons acknowledged to me that said corporation executed the same. NOTARY PUBLIC Commission Expires: Residing in: G. Partnership Acknowledgement: In the County of , State of on the day of , personally appeared before me who, being by me duly sworn on oath did say that a partner in partnership and that the foregoing instrument was signed pursuant to authorization of the partnership. NOTARY PUBLIC Commission Expires: Residing in: H. Business Name Acknowledgement: In the County of State of on the day of personally appeared before me who, being by me duly sworn did say that the foregoing instrument was signed with proper authority on behalf of dba NOTARY PUBLIC ADDENDUM #1 ---PAGE BREAK--- Performance Bond 00 61 13.13 - 6 Commission Expires: Residing in: I. Individual Acknowledgement: In the County of State of on the day of , 20 , personally appeared before me the signer of the foregoing instrument, who duly acknowledged to me that he/she executed the same. NOTARY PUBLIC Commission expires: Residing in: 3.3 SURETY'S SUBSCRIPTION AND ACKNOWLEDGMENT A. Attach evidence of surety's corporate authority to sign. B. Surety's signature: C. Please print name here: D. Title of person signing: E. Acknowledgment: In the County of , State of on this of 20 , before me, the undersigned notary, personally appeared who proved to me his/her identity through documentary evidence in the form of a be the person whose name is signed as the authorized surety, and acknowledged to me that this document was signed voluntarily for its stated purpose. NOTARY PUBLIC Commission expires: Residing in: ADDENDUM #1 ---PAGE BREAK--- Performance Bond 00 61 13.13 - 7 END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Payment Bond 00 61 13.16 - 1 00 61 13.16 Payment Bond PART 1 GENERAL 1.1 BOND A. Number: B. Amount: dollars ) 1.2 SURETY A. Name and address: B. Telephone number: C. Facsimile number: 1.3 CONTRACTOR A. Name and address: B. Telephone number: C. Facsimile number: 1.4 OWNER A. Millcreek, a political subdivision of the State of Utah, 3330 South 1300 East, Millcreek, Utah 84106. 1.5 CONSTRUCTION CONTRACT A. Name of Project: City Center Power Relocation Project________ B. Project Number: 1.6 DEFINED TERMS A. Terms used in this payment Bond which are defined in Article 1.01 of the General Conditions (Document 00 72 00) will have the meanings indicated in the General Conditions. ADDENDUM #1 ---PAGE BREAK--- Payment Bond 00 61 13.16 - 2 PART 2 COVENANTS 2.1 SURETY AND CONTRACTOR RELATIONSHIP A. Surety and CONTRACTOR, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the OWNER for the performance of the Construction Contract, whether awarded or about to be awarded. B. If CONTRACTOR performs the Construction Contract, the surety and the CONTRACTOR shall have no obligation under this Bond, except to participate in conferences indicated in Article 2.03. C. The premium charged CONTRACTOR by surety for this Bond is $ for its term. 2.2 NOTICE A. Notice to the surety, the OWNER or the CONTRACTOR shall be sent by certified mail, return receipt requested, or hand delivered to the address shown on this Bond agreement. The date received at the address shown on the agreement shall be the date of actual notice to the surety, the OWNER or the CONTRACTOR, however accomplished. 2.3 CONDITIONS OF SURETY'S LIABILITY A. This Bond is executed in accordance with and for the purpose of complying with the laws of the State of Utah, and shall inure to the benefit of any and all persons who perform labor or furnish materials to be used in or for the Work described in the Construction Contract. B. With respect to the OWNER, this Bond agreement shall be null and void if the CONTRACTOR or surety takes the following actions: 1. makes payment, directly or indirectly, for all sums due Claimants, and 2. Defends, indemnifies and saves harmless the OWNER from all claims, demands, liens or suits by any person or entity who furnished labor, materials or equipment for use in the performance of the Work, provided the OWNER has tendered defense of such claims, demands, liens or suits to the CONTRACTOR and the surety. 2.4 SURETY'S OPTION TO SETTLE CLAIMS A. When a Claimant has submitted a claim against OWNER or surety under this Bond, the surety shall and at the surety's expense take the following actions. 1. Send an answer to the Claimant, with a copy to the OWNER, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and ADDENDUM #1 ---PAGE BREAK--- Payment Bond 00 61 13.16 - 3 2. Pay or arrange for payment of any undisputed amounts. 2.5 USE OF FUNDS A. Amounts owed by OWNER to CONTRACTOR under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, against the Performance Bond (Document 00 61 13.13) By the CONTRACTOR furnishing and the OWNER accepting this Bond, they agree that all funds earned by the CONTRACTOR in the performance of the Work are dedicated as follows: 1. The OWNER has first priority to use the funds for the completion of the Work. 2. The CONTRACTOR and the surety have second priority to use the funds to satisfy the obligations of the CONTRACTOR and the surety under this Bond. 2.6 UNRELATED OBLIGATIONS OF THE CONTRACTOR A. The surety and the OWNER shall not be liable to Claimants or others for obligations of the CONTRACTOR that are unrelated to the Construction Contract. B. The OWNER shall not be liable for payment of any damages, costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 2.7 WAIVER OF NOTICE BY SURETY OF CHANGES A. Surety agrees that no modifications, omissions, or additions in or to the terms of the Construction Contract, including, but not limited to, Contract Price, Contract Time, scope of the Work, the plans of specifications, or to related subcontracts, purchase orders, and other obligations, shall affect the obligations of surety under this Bond. Surety hereby waives notice of any such change or changes. 2.8 VENUE AND CHOICE OF LAW A. Any suit or action commenced by a Claimant under this Bond shall be for action in a court of competent jurisdiction in the County of Salt Lake, State of Utah. B. The terms and conditions of this Bond shall be construed under, and enforced according to the laws of the State of Utah. 2.9 TIME LIMIT FOR SUITS ON BOND A. No suit or action by OWNER to recover on this Bond may be sustained unless it shall be commenced within 2 years of the date of Substantial Completion. ADDENDUM #1 ---PAGE BREAK--- Payment Bond 00 61 13.16 - 4 2.10 COPIES OF THIS BOND A. Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the CONTRACTOR or OWNER shall furnish a copy of this Bond or shall permit a copy to be made. PART 3 EXECUTION 3.1 EFFECTIVE DATE A. Surety and CONTRACTOR executed this Bond agreement and declared it to be in effect as of the day of , 20 . 3.2 CONTRACTOR'S SUBSCRIPTION AND ACKNOWLEDGMENT A. Type of organization: (corporation, partnership, individual, etc.) B. Attach a corporate resolution evidencing CONTRACTOR's authority to sign. C. CONTRACTOR's signature: D. Please print name here: E. Title: F. Corporate Acknowledgement: In the County of State of on the day of , 20 , personally appeared before me and who, being by me duly sworn did say that they are the and of a (state)________________corporation, and that the foregoing instrument was signed in behalf of said corporation by authority of a resolution of its board of directors; and said persons acknowledged to me that said corporation executed the same. NOTARY PUBLIC Commission expires: Residing in: G. Partnership Acknowledgement: In the County of State of on the day of , 20 , personally appeared before me who, being by me duly sworn on oath did say that ADDENDUM #1 ---PAGE BREAK--- Payment Bond 00 61 13.16 - 5 a partner in and that the foregoing instrument was signed pursuant to authorization of the partnership. NOTARY PUBLIC Commission expires: Residing in: H. Business Name Acknowledgement: In the County of State of on the day of , 20 , personally appeared before me who, being by me duly sworn did say that the foregoing instrument was signed with proper authority on behalf of dba NOTARY PUBLIC Commission expires: Residing in: I. Individual Acknowledgement: In the County of State of on the day of 20 , personally appeared before me the signer of the foregoing instrument, who duly acknowledged to me that he/she executed the same. NOTARY PUBLIC Commission expires: Residing in: ADDENDUM #1 ---PAGE BREAK--- Payment Bond 00 61 13.16 - 6 3.3 SURETY'S SUBSCRIPTION AND ACKNOWLEDGMENT A. Attach evidence of surety's corporate authority to sign. B. Surety's signature: C. Please print name here: D. Title of Person Signing: E. Acknowledgment: In the County State of on this day of 20 , before me, the undersigned notary, personally appeared , who proved to me his/her identity through documentary evidence in the form of a be the person whose name is signed as the authorized surety and acknowledged to me that this document was signed voluntarily for its stated purpose. NOTARY PUBLIC Commission expires: Residing in: END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Certificate(s) of Insurance 00 62 16 - 1 00 62 16 Certificate(s) of Insurance PART 4 GENERAL 1.1 PROCEDURE A. For filing purposes, add Certificates of Insurance to the Contract Documents following this page. END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- CONDITIONS OF THE CONTRACT ADDENDUM #1 ---PAGE BREAK--- GENERAL CONDITIONS ADDENDUM #1 ---PAGE BREAK--- 00 72 00 General Conditions All provisions of the APWA Manual of Standard Specifications, 2017 Edition, General Conditions Document 00 72 00, as supplemented, are made a part of the Contract Documents by reference. ADDENDUM #1 ---PAGE BREAK--- SUPPLEMENTARY CONDITIONS ADDENDUM #1 ---PAGE BREAK--- Supplemental General Conditions 00 73 00 - 1 00 73 00 Supplemental General Conditions The following supplements modify, change, delete from, and add to the Agreement between Owner and Contractor. Where any portion of the Agreement between Owner and Contractor is modified or any paragraph, subparagraph, or clause is modified or deleted by these supplements or conditions, the unaltered provisions shall remain in effect. PART 1 GENERAL Add the following new subparagraph 1.1 A.61 Knowledge and Associated Terms: The terms “knowledge,” “known,” “recognize,” and “discovered” their respective directives and similar terms in the Contract Documents as used in reference to the Contractor, shall be interpreted to mean that which the Contractor knew (or should have known), recognized (or should have recognized), and discovered (or should discover) in exercising the care, skill, and diligence required by the Contract Documents. Analogously, the expressions reasonably inferable on similar terms in the Contract Documents shall be interpreted to mean reasonably inferable by the Contractor familiar with the project in exercising the care, skill, and diligence required of the Contractor by the Contract Documents. PART 2 PRELIMINARY MATTERS Replace paragraph 2.2 with the following: Owner shall not furnish to Contractor copies of published Contract Documents such as the APWA Manual of Standard Plans and Manual of Standard Specifications. Such documents may be purchased separately by Contractor. Owner may furnish to Contractor up to five copies of the Contract Documents (specifically excluding the published Contract Documents described above). Additional copies may be purchased from Engineer. Replace subparagraph 2.5 C with the following: Field Office. Contractor is not required to establish and maintain a field office in such a location so that Engineer may contact Contractor during reasonable times for transmittal of Plans, instructions, and determinations of project information. Contractor shall designate two representatives who are acceptable to Owner and Engineer, who is available at all times by cellular phone for instructions and determination of project information. PART 5 BONDS AND INSURANCE Replace 5.1 A with the following: A. Prior to or contemporaneously with Owner’s executing the Agreement, Contractor shall file with the Owner a good and sufficient performance Bond and ADDENDUM #1 ---PAGE BREAK--- Supplemental General Conditions 00 73 00 - 2 a payment Bond that meets all statutory requirements of the State of Utah in the amount of the Contract Price and all subsequent increases. B. The payment Bond and performance Bond shall be substantively in the form attached hereto (Documents 00 61 00 and 00 62 00) and shall be executed by the Contractor and secured by a company that is acceptable to Owner and Engineer and regularly authorized to do a general surety business in the State of Utah and named in the current list of Companies holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies as published in current Circular 570 (amended ) by the Audit Staff Bureau of Accounts, U.S. Treasury Department, with an underwriting limitation equal to or greater than the Contract Price which the Bond guarantees or with a current rating or better in A.M. Best Co., Best Insurance Reports, Property and Casualty Edition. C. The performance Bond and payment Bond shall guarantee the faithful performance of the Work and payment of all labor and materials. They shall inure by their terms to the benefit of the Owner. Neither this nor any other provision requiring the performance Bond and payment Bond shall be construed to create any rights in any third-party Claimant as against the Owner for performance of the Work under the Construction Contract. Replace 5.2 A with the following: A. The Contractor shall, for the protection and benefit of the Indemnitees and the Contractor and as part of the Contractor’s efforts to satisfy the obligations set forth herein, procure, pay for, and maintain in full force and effect, at all times during the performance of the Work until final acceptance of the Work or for such duration as required, policies of insurance issued by a responsible carrier or carriers acceptable to the Owner, and in form and substance reasonably satisfactory to the Owner, which afford the following coverages: 1. Comprehensive General and Automobile Liability Insurance, including completed operations, blanket contractual and broad form property damage coverage, with the following minimum limits: Personal Injury Liability $2,000,000 each occurrence Property Damage Liability $1,000,000 each occurrence; $2,000,000 aggregate Worker’s Compensation as required by Utah statute 2. All such insurance shall be written on an occurrence basis. Information concerning reduction of coverage shall be furnished by the Contractor ADDENDUM #1 ---PAGE BREAK--- Supplemental General Conditions 00 73 00 - 3 3. All policies and Certificates of Insurance shall expressly provide that no less than thirty (30) days’ prior written notice shall be given the Owner in the event of material alteration, cancellation, nonrenewal, or expiration of the coverage contained in such policy or evidenced by such certified copy or Certificate of Insurance. 4. In no event shall any failure of the Owner to receive certified copies or certificates of policies as provided herein be construed as a waiver by the Owner or the Engineer of the Contractor’s obligations to obtain insurance pursuant to the provision hereof. The obligation to procure and maintain any insurance required herein is a separate responsibility of the Contractor and independent of the duty to furnish a certified copy or certificate of such insurance policies. 5. When any required insurance, due to the attainment of a normal expiration date or renewal date, shall expire, the Contractor shall supply the Owner with Certificates of Insurance and amendatory riders or endorsements that clearly evidence the continuation of all coverage in the same manner, limits of protection, and scope of coverage as was provided by the previous policy. In the event any renewal or replacement policy, for whatever reason obtained or required, is written by a carrier other than that with whom the coverage was previously placed, or the subsequent policy differs in any way from the previous policy, the Contractor shall also furnish the Owner with a certified copy of the renewal or replacement policy unless the Owner provides the Contractor with prior written consent to submit only a Certificate of Insurance for any such policy. All renewal and replacement policies shall be in form and substance satisfactory to the Owner and written by carriers acceptable to the Owner. 6. The Contractor shall cause each Subcontractor to procure insurance reasonably satisfactory to the Owner and (ii) name the Indemnitees as additional insureds under the Subcontractor’s comprehensive general liability policy. The additional insured endorsement included on the Subcontractor’s comprehensive general liability policy shall state that coverage is afforded the additional insureds with respect to claims arising out of operations performed by or on behalf of the Contractor. If the additional insureds have other insurance that is applicable to the loss, such other insurance shall be on an excess or contingent basis. The amount of the insurer’s liability under this insurance policy shall not be reduced by the existence of such other insurance. ADDENDUM #1 ---PAGE BREAK--- Supplemental General Conditions 00 73 00 - 4 PART 6 CONTRACTOR’S RESPONSIBILITIES Add the following new subparagraph 6.8 C: Contractor shall insure strict compliance with the requirements of UTAH CODE ANN. § 34-30-1 through 14 and § 34-30-1. Further, if the provisions of UTAH CODE ANN. § 34-30-1 are not complied with, this Agreement shall be void. Replace the first sentence of paragraph 6.14 B with the following: Shop Drawings. Contractor shall submit shop drawings to Engineer for review and approval in accordance with the acceptable schedule of submissions (see paragraph 2.7 Add the following after the word “agents” in the second line of paragraph 6.17 A: elected officials, appointed officials, officers, volunteers. Add the following after the word “agent” in the second line of paragraph 6.17 B: elected officials, appointed officials, officers, volunteers. ADDENDUM #1 ---PAGE BREAK--- Political Contribution Notice 00 73 76 - 1 00 73 76 Political Contribution Notice PART 1 GENERAL 1.1 NOTICE TO ALL BIDDERS, VENDORS, CONSULTANTS, AND CONTRACTORS REGARDING CAMPAIGN CONTRIBUTIONS: A. Campaign Contributions Ordinance: Millcreek campaign contributions ordinance prohibits a “contractor” who enters into a contract with Millcreek from making campaign contributions to candidates for Millcreek offices. For purposes of the campaign finance disclosure ordinance, a “contractor” is defined as “any person, business, corporation, or other entity that executes a written agreement with Millcreek for the acquisition or management of goods, services, or property, or the disposal of surplus goods, whether personal, real, or intangible, including all amendments, extensions, or addendums to the existing contract.” B. Limitation on Contributions by Contractors: Any person, business, corporation or other entity that is a contractor with Millcreek is prohibited from making a total of contributions that exceed $100.00 to any candidate for Millcreek office during the term of the contract and during a single election cycle as defined in the ordinance. For purposes of the ordinance, a person or entity shall be considered a contractor and doing business with Millcreek if it is engaged in any contract with Millcreek on the date of the contribution or it has contracted with Millcreek at any time during a one-year period prior to the date of the contribution. Any person, business, corporation or other entity making contributions of $100.00 or more to any Millcreek candidate shall be prohibited from entering into a contract for at least one year after the date the contribution was made. This limitation on campaign contributions applies only to contracts in excess of $10,000 and does not apply to contracts entered into by Millcreek pursuant to existing statewide contracts, small cost purchases, and expedited contracts when Millcreek Council waives the requirements of the campaign finance disclosure ordinance as to that particular expedited contract. C. Penalties: Failure to comply with the Campaign Contributions Ordinance may result in the following penalty: 1. If a contribution or contributions are received from a “contractor” and without a candidate’s knowledge of a violation of Millcreek’s campaign finance disclosure ordinance, the candidate may return the contribution without penalty if the contribution is returned within ten (10) days after the candidate knows of the violation, by way of notification from Millcreek. 2. If any contribution is made in violation of the prohibition on contributions by contractors, any existing Millcreek contract with the contractor may be voided, at the discretion of Millcreek’s mayor or council. Any ADDENDUM #1 ---PAGE BREAK--- Political Contribution Notice 00 73 76 - 2 contractor who knowingly makes a contribution or contributions in violation of this provision shall be guilty of a class B misdemeanor. 3. If any contribution is made in violation of the prohibition on contributions by contractors, the official to whom that contribution is made must return the contribution. Any elected official who knowingly takes a contribution or contributions in violation of the campaign finance disclosure ordinance and does not return the contribution will be guilty of a class B misdemeanor. END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Environmental Compliance Practices 00 73 79 - 1 00 73 79 Environmental Compliance Practices PART 1 GENERAL 1.1 Bidder/Vendor/Contractor Compliance Statement and Non-Debarment Certification A. Millcreek has implemented environmentally responsible procurement practices. Millcreek requires all persons, businesses, corporations and other entities doing business or entering into a contract with Millcreek to comply with all federal, state and local environmental laws, rules and regulations. Compliance with environmental laws, rules and regulations is a relevant factor in evaluating the integrity and responsibility of a business. Millcreek, in its sole discretion, may not solicit proposals from, award contracts to, procure, or otherwise enter into business arrangements with any person, business, corporation or other organization that is non-compliant. If a bidder, vendor or contractor is: suspended, proposed for debarment, debarred, ineligible or excluded from contracting with another government entity due to environmental non- compliance, Millcreek in its sole discretion, may deem the bidder, vendor or contractor non-responsible and decline to award a contract. B. Based on the foregoing, the bidder/vendor/contractor certifies through the act of submitting its bid, that, to the best of its knowledge, neither the bidder/vendor/contractor nor any owner, officer or agent of the bidder/vendor/contractor: 1. is presently debarred, suspended, proposed for debarment, declared ineligible, or excluded from the award of a contract or purchase by any federal, state or local agency based on a finding, determination, notice of violation or order of environmental non-compliance; 2. is presently indicted or charged by a government entity in a criminal, civil or administrative proceeding with the commission of any offense, violation, or failure to comply with any federal, state, or local environmental law, rule or regulation, indicating a lack of business integrity or business honesty affecting its responsibility as a Millcreek contractor; 3. has, within the last three years, been convicted, or had a civil judgment or administrative order rendered against it for any offense or violation, including but not limited to environmental non-compliance, indicating a lack of business integrity or business honesty affecting its responsibility as a Millcreek contractor; 4. has, within the last three years, had a contract/purchase terminated due to an act or omission, including but not limited to environmental non-compliance, demonstrating a lack of business integrity or business honesty affecting its responsibility as a Millcreek contractor. C. Bidder/vendor/contractor shall require any subcontractor/supplier to disclose in writing, whether at the time of the award of the subcontract, the subcontractor ADDENDUM #1 ---PAGE BREAK--- Environmental Compliance Practices 00 73 79 - 2 complies with the certification requirements in subparagraphs B.1, B.2, B.3 and B.4 above. D. Bidder/vendor/contractor shall immediately notify Millcreek in writing if, at any time before the award, the bidder/vendor/contractor learns that its certification was erroneous when submitted or has since become erroneous because of changed circumstances. E. If it is later determined that bidder/vendor/contractor knowingly rendered an erroneous certification under this provision, in addition to other available remedies, Millcreek in its sole discretion, may terminate the contract/purchase for default. END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- ADDENDA AND MODIFICATIONS ADDENDUM #1 ---PAGE BREAK--- Political Contribution Notice 00 73 76 - 1 00 73 03 Modifications to General Conditions (Supplementary Conditions) NOTE: Reference to APWA Standard Specifications or Project Manual documents may be designated with or without a leading i.e., 2.04B or 2.4B; however, the reference shall be interpreted as the same. Article 2.4 of the General Conditions (Document 00 72 00) is hereby repealed and the following is substituted in its place: 2.4 STARTING THE WORK A. In General: CONTRACTOR shall start to perform the Work on the date when the time for the contract commences to run. Except as indicated in Paragraph 2.04B, no work shall be done at the site prior to the date on which the time commences to run or before delivery to ENGINEER of such submittal as required in Paragraph 2.05B. B. Starting work prior to Execution of Construction Contract or Prior to Notice to Proceed: 1. OWNER shall not be liable to the CONTRACTOR for any compensation or time extensions, for any delays, hindrances, or interferences which may result from CONTRACTOR's early start without permission, and such early start work shall be considered done at CONTRACTOR's expense and risk as a volunteer, unless said early start work is inspected and approved in writing by the ENGINEER. 2. Should CONTRACTOR desire to proceed with on-site work, materials purchasing, or any other work item prior to receiving notice that the Construction Contract has been executed or prior to receiving Notice to Proceed, CONTRACTOR shall, give ENGINEER written notice, at least 48 hours in advance of intended start time, and receive from ENGINEER written notice that the OWNER's attorney or OWNER attorney's designee has approved the Contract Documents as to form. 3. CONTRACTOR shall take all precautions required to comply with applicable Laws and Regulations and observe all provisions in the Contract Documents. 4. CONTRACTOR shall secure all permits prior to beginning work covered by said permits. 5. In the event of disapproval of the Construction Contract, CONTRACTOR shall do such work as is necessary to leave the premises in a clean and level condition. If any existing roadway or other public or private property was affected, CONTRACTOR shall restore it to its former condition or the equivalent thereof. All such work shall be done to the satisfaction of the ENGINEER at the full expense of the CONTRACTOR. END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Addenda and Modifications 00 91 13 - 1 00 91 13 Addenda and Modifications PART 1 GENERAL 1.1 PROCEDURE A. For filing purposes, all Addenda and Modifications to the Contract Documents follow this page. END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- GENERAL REQUIREMENTS ADDENDUM #1 ---PAGE BREAK--- DIVISION 01 – GENERAL REQUIREMENTS ADDENDUM #1 ---PAGE BREAK--- ADDENDUM #1 ---PAGE BREAK--- General Requirements 1 DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 Summary of Work 2 01 31 13 Coordination 2 01 33 00 Submittal Procedure 6 01 55 26 Traffic Control 1 01 57 00 Temporary Control 1 01 71 13 Mobilization & Demobilization 1 01 71 23 Construction Layout 1 01 71 34 Survey Referencing 2 DIVISION 02 – EXISTING CONDITIONS 02 41 13 Selective Site demolition 2 DIVISION 03 – CONCRETE 03 30 04 Concrete 1 03 70 00 Retaining Wall 1 DIVISION 05 – METALS 05 51 22 Pipe 2 DIVISION 31 – EARTHWORK 31 05 13 Common Fill 1 31 11 00 Site Clearing 1 31 23 16 Excavation 1 31 37 00 Riprap or Rock Lining 2 31 37 01 Rock Landscaping 1 31 41 00 Shoring 1 ADDENDUM #1 ---PAGE BREAK--- General Requirements 2 DIVISION 32 – EXTERIOR IMPROVEMENTS 32 12 05 Asphalt Concrete 1 32 12 16 Plant-Mix Asphalt Paving 1 32 31 17 Wood Fence 1 32 92 00 Turf and Grasses 1 DIVISION 33 – UTILITIES 33 05 20 Backfilling Trenches 2 33 31 01 Sewer Line Management 1 33 41 00 Storm Draining Systems 2 APPENDICES Project Sign ADDENDUM #1 ---PAGE BREAK--- General Requirements 1 01 11 00 Summary of Work PART 1 GENERAL 1.1 DESCRIPTION A. The work to be performed under this project shall consist of furnishing all labor, materials, and equipment necessary to complete the work in all respects as shown on the plans and as herein specified. All work, materials and services not expressly shown or called for in good faith shall be performed, furnished, and installed by the CONTRACTOR as though originally specified or shown, at no cost to the OWNER. 1.2 WORK COVERED BY CONTRACT DOCUMENTS A. The work described in this Construction Contract comprises, but is not limited to: Construction of new power vaults and electrical conduits including clearing and grubbing, structural excavation, 7’X12’ sleeve and riser, surfacing, and fencing as shown on the plans and as described herein. Work located at approximately 1300 East 3300 South, Millcreek, Utah. B. The above description is intended to give a general definition of the scope of the work under these specifications, and shall not be construed to be an itemized listing of each element of work required. The contractor shall be responsible for the complete facilities conforming in all respects to the details and requirements of the specifications, drawings, and other contract documents. 1.3 CONTRACT METHOD A. Construct the Work under a single unit price contract. 1.4 WORK SEQUENCE A. The progress schedule shall be submitted and approved by the engineer before work begins. B. Liquidated Damages: Article 00500-2.05. 1.5 CONTRACTOR USE OF PROJECT SITE A. The CONTRACTOR’S use of the project site shall be limited to its construction operations, including on-site storage of materials, on-site fabrication facilities, and field offices. B. The CONRACTOR shall obtain and pay for use of additional storage or work areas needed for operations under this Construction Contract. C. The major portion of the project will occur adjacent to public roadways. The CONRACTOR shall be responsible to provide appropriate traffic and pedestrian control measures as required by these specifications and all other local laws and ordinances. ADDENDUM #1 ---PAGE BREAK--- General Requirements 2 D. The major portion of the project will occur on private property. Millcreek has obtained or is in the process of obtaining right-of-entry agreements from each property owner giving the CONRACTOR permission to perform work on the affected properties. All work performed shall not encroach onto the owner’s property more than 5 feet. Any property damage and/or claims by property owners will be the responsibility of the contractor to rectify. 1.6 PROJECT SECURITY A. The CONTRACTOR shall make adequate provisions, subject to the approval of the OWNER, to protect the project and CONTRACTOR’S facilities from fire, theft, and vandalism, and the public from unnecessary exposure to injury. 1.7 CHANGES IN WORK A. It is mutually understood that it is inherent in the nature of construction that some changes in the plans and specifications may be necessary during the course of construction to adjust them to field conditions, and that it is of the essence of the Contract to recognize a normal and expected margin of change. The ENGINEER shall have the right to make such changes, from time to time in the plans, in the character of the work, and in the scope of the project as may be necessary or desirable to ensure the completion of the work in the most satisfactory manner without invalidating the Contract. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF DOCUMENT ADDENDUM #1 ---PAGE BREAK--- Modifications to Coordination 01 31 13-1 01 31 13 Modification to Coordination This specification changes a portion of the APWA Standard Specification Section 01 31 13. All other provisions of the Section remain in full force and effect. Add the following: 1.2 COORDINATING WITH THE ENGINEER A. Construction of the City Center Power Relocation Project will occur within Millcreek street right-of-way and Millcreek obtained easements. Modify/add the following: 1.3 COORDINATING WITH PUBLIC AND PRIVATE AGENCIES A. Utilities and Agencies affected: 1. See sheet 2 of the plan set for utilities and contact information. E. Irrigation services shall remain uninterrupted from April 1 to October 15. CONTRACTOR shall coordinate all construction activities that may affect irrigation services. CONTRACTOR shall provide any affected irrigation company with at least 20 days notice prior to beginning construction activities. F. CONTRACTOR shall coordinate all construction activities that may affect school access and/or activities with local school district. Add the following section: 1.8 COORDINATION OF PROJECT SCHEDULES A. The minimization of disturbances to adjacent property owners during construction is of the highest importance on this project. CONTRACTOR shall coordinate construction of the various reaches of the project so as to minimize impact to adjacent property owners. B. Construction of storm drain connections and other work along main storm drain systems shall occur as one continuous operation. C. CONTRACTOR may begin construction during winter months, but shall not pave asphalt areas before April 15 or after October 15, unless temperatures fall within acceptable range. Areas to be paved during cold weather shall be filled temporarily following APWA Section 32 12 17 – Cold-Mix Asphalt Paving. END OF SECTION ADDENDUM #1 ---PAGE BREAK--- Submittal Procedure 01 33 00 - 1 01 33 00 Submittal Procedure This specification changes a portion of APWA Standard Specification Section 01 33 00. All other provisions of the Section remain in full force and effect. Add the following: 1.8 TRANSMITTAL FORM A. Use the attached transmittal form (Form 01330-1) when making any submittal to the ENGINEER. B. Determine appropriate review due dates for each submittal and link the due date to the Progress Schedule (Section 01 32 16). 1.9 SUBMITTAL REGISTER A. The Manual of Standard Specifications and this Project Manual indicate submittals which are required for the Project. Using both of these publications, list the required submittals on the attached submittal register form (Form 01330-2) [Blank Submittal Register forms will be furnished by ENGINEER on request]. B. Identify the submittals which are for information only (see article 1.11). C. Identify the submittals which require the ENGINEER's review or action (see article 1.12) D. Submit the submittal register as the first submittal presented for review. 1.10 SUBMITTALS FOR INFORMATION ONLY A. Submittals identified in the Manual of Standard Specifications or in the Project Manual which are not identified in this section are for information only and do not require review or action by ENGINEER or Resident Project Representative. Such submittals, however, will be monitored and spot checked. When spot checks indicate non-compliance, CONTRACTOR will be notified. ADDENDUM #1 ---PAGE BREAK--- Submittal Procedure 01 33 00 - 1 1.11 SUBMITTALS REQUIRING REVIEW OR ACTION Use the following list to identify CONTRACTOR’s need dates and ENGINEER’s action dates. When Due Section Reference Submittal Pre-construction conference 01 33 00 Submittal Register Pre-construction conference 00 72 00 Preliminary Progress Schedule Pre-construction conference 00 72 00 Mobilization Plan Pre-construction conference 00 72 00 Safety and Protection Plan Pre-construction conference 00 72 00 Quality Control Program Prior to Starting Work 01 57 00 Storm Water Pollution Prevention Plan Prior to Starting Work 00 73 10 Permits for Work Prior to Starting Work 01 55 26 Traffic Control Plan Prior to Starting Work 01 71 23 Construction Land Surveyor Name, Address, Registration No. Prior to Starting Work 32 01 93 Tree Protection Plan Prior to Delivery On Site 31 05 13 Common Fill Prior to Delivery On Site 32 11 23 Select Fill Mix Design Prior to Delivery On Site 32 12 05 Asphalt Concrete Mix Design Supplier's Mix No. Prior to Delivery On Site 03 30 04 Portland Cement Concrete Source Data and Supplier's Mix No. Prior to Delivery On Site 33 11 00 Water System Product Data Upon Delivery to Site 32 12 16 Asphalt Concrete Batch Delivery Ticket Upon Delivery to Site 03 30 10 Portland Cement Concrete Batch Delivery Ticket Prior to 1st Concrete Placement 03 30 10 Name, Certification Number and renewal date for all ACI Certified Finishers Prior to 1st Concrete Placement 03 30 10 Portland Cement Concrete Curing Compound Source, Type, and Data Daily as applicable 03 30 04 03 30 10 Portland Cement Concrete Quality Control Test Reports With Each Pay Request 01 32 16 Progress Schedule 5 Working Days Prior to Substantial Completion 01 78 50 Certification of Compliance and Request for Final Inspection Prior to Final Payment 01 78 50 Evidence of Payment to Suppliers and Subcontractors Prior to Final Payment 01785 Redlines NOTES: Section references listed in this table but not found in the Project Manual may be found in the APWA Standard Specifications. END OF SECTION ADDENDUM #1 ---PAGE BREAK--- ADDENDUM #1 ---PAGE BREAK--- TRANSMITTAL FORM DATE: [ ] NEW SUBMITTAL [ ] RESUBMITTAL REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the CONTRACTOR) TO FROM TRANSMITTAL No. PREVIOUS TRANSMITTAL No. SPECIFICATION SECTION NUMBER (See instructions) CONTRACT TITLE CONTRACT No. SUBMITTAL ITEM No. DESCRIPTION OF ITEM SUBMITTED (Type, size, model number, etc.) SAMPLE OR CER- TIFICATE (See instructions) NO. OF COPIES CONTRACT REFERENCE DOCUMENT VARIATION (See instruc- tions) ENGINEER REVIEW CODE (See instruc- tions) SPEC. PARA. No. DRAWING SHEET No. a. b. c. d. e. f. g. h. REMARKS I certify that the above submitted items have been reviewed in detail and are correct and conform with the contract Drawings and specifications except as otherwise noted. NAME AND SIGNATURE OF CONTRACTOR Section II OWNER'S ACTION This section will be completed by the ENGINEER) ENCLOSURES RETURNED (List by Item No.) SIGNATURE OF REVIEWING AGENT DATE FORM 013301 (Read Instructions on the reverse side prior to initiating this form) ADDENDUM #1 ---PAGE BREAK--- INSTRUCTIONS GENERAL 1. Form is self-transmittal. Letter of transmittal is not required. 2. Submittals requiring expeditious handling will be submitted individually on this Form. 3. ENGINEER's review of submittals does not release or relieve CONTRACTOR from complying with all requirements of the Contract Documents. SECTION I 1. TRANSMITTAL No: Number each transmittal consecutively in the space entitled "Transmittal No.". This number will identify each submittal. 2. PREVIOUS TRANSMITTAL No: Mark the box for resubmittal and insert the transmittal number of last submission as well as the new submittal number in the spaces provided. Each resubmittal will become a new transmittal. 3. SPECIFICATION SECTION No.: Cover only one specification section with each transmittal. 4. Column For each entry on this form, the "SUBMITTAL ITEM No." will be the same as the SUBMITTAL ITEM No. indicated on the Submittal Register (Form 01330-2). 5. Column When a sample of material or Manufacturer's Certificate of Compliance is transmitted, indicate "Sample" or "Certificate". 6. Column CONTRACTOR will place a check mark in the "Variation" column when a submittal is not in accordance with the plans and specifications - also, a written statement to that effect shall be included in the space provided for "Remarks" or on a separate page. 7. Column For each item reviewed, ENGINEER shall assign action codes as follows. A. No Exceptions Taken. B. Make Corrections Noted. Resubmission not required. C. Submit Specified Item. D. Rejected. E. Resubmit F. Do Not Resubmit. Receipt acknowledged. G. Will be returned by separate correspondence. H. Other (Specify). ADDENDUM #1 ---PAGE BREAK--- FORM 01330-2 SUBMITTAL REGISTER PROJECT TITLE No. LOCATION CONTRACTOR SCHEDULED ACTIVITY SUBMITTAL ITEM No. SPECIFICATION PARAGRAPH NUMBER DESCRIPTION OF SUBMITTAL TYPE OF SUBMITTAL REVIEW ACTION CONTRACTOR NEED DATES ENGINEER ACTION DATES OTHER SAMPLES SHOP DRAWINGS PARTS LIST PRODUCT DATA DESIGN DATA SPECIFICATIONS CERTIFICATES INSTRUCTIONS TESTING RESULTS O & M MANUAL OTHER REVIEW REQUIRED BY SUBMITTAL DATE APPROVAL NEEDD BY MATERIAL NEEDED BY DATE RECEIVED ACTION CODE ADDENDUM #1 ---PAGE BREAK--- FORM 01330-2 INSTRUCTIONS GENERAL 1. CONTRACTOR to Complete Form: Review the Contract Documents to insure completeness. Expand general category listings. Show individual entries on this form for each item. a. As an example, a general category would be "Plumbing Fixtures" which the CONTRACTOR is to breakdown into individual entries such as "Toilet P-1, Lavatory P-2, etc.". Complete the Submittal Register, attach it to Form 013301 and submit it to ENGINEER. 2. Resubmittals: If a submittal is returned for correction, provide a new Submittal Identification Number. Identify the number on the submittal register and resubmit the information for review. Do not amend the data already contained on the submittal register. SUBMITTAL REGISTER 1. SCHEDULED ACTIVITY: If an activity on the Progress Schedule is assigned to the submittal, place the schedule activity number in the "SCHEDULED ACTIVITY" column. 2. SUBMITTAL ITEM No.: Assign to each entry on the Submittal Register a sequential number in the "SUBMITTAL IDENTIFICATION (ITEM NUMBER)" column. 3. REVIEW ACTION: The "REVIEW ACTION" column identifies technical review responsibili- ty of submittal. Review of all products and materials is the CONTRACTOR's responsibility; however, certain specified submittals will also require ENGINEER's review. a. If REVIEW ACTION Column is Blank: Identified submittal shall be approved by the CONTRACTOR and then submitted to the ENGINEER for information. b. If the "ENGINEER" is Identified in the REVIEW ACTION Column: Identified submittals shall be first approved by the CONTRACTOR and then submitted to the ENGINEER for review. 4. ENGINEER ACTION DATES: This column is for ENGINEER's use to record date submittal was received and the action code assigned in the submittal review process. ADDENDUM #1 ---PAGE BREAK--- Modification to Traffic Control 01 55 26 – 1 01 55 26 Traffic Control This specification modifies a portion of the APWA Standard Specification Section 01 55 26. All other provisions of the Section remain in full force and effect. Replace: 1.3.A in its entirety With: A. Traffic Control Plan prior to the pre-construction meeting . Add the following: 1.4 TRAFFIC CONTROL PLAN F. Provide and maintain one 12-foot wide traffic lane for each direction of travel at all times on major streets. 2.1 PAVEMENT MARKINGS, SIGNS, BARRICADES E. Replace lost or damaged traffic regulation signs and traffic information signs at no additional cost to OWNER. 3.1 FLAGGING B. Provide flagger anytime work affects travel lanes, even if momentarily. 3.2 TRAFFIC CONTROLL DEVICES D. When required, place variable message sign (VMS) two weeks prior to beginning of project notifying the public of the anticipated construction/closures. 3.4 PERMITS A. Obtain all necessary permits from Millcreek prior to commencing any work within the public Right-of-Way. 3.5 ACCESS A. Provide access to all affected properties. B. Provide alternate access whenever normal access is blocked and an alternate access method is possible. C. Notify property owners 48 hours in advance of change or loss of access and the anticipated duration. END OF SECTION ADDENDUM #1 ---PAGE BREAK--- September 2021 UNDERGROUND CONDUIT SYSTEMS for Primary and Secondary Conductors (Rev. 11) Engineering Standards Policy No. 242 Rocky Mountain Power Idaho I Utah I Wyoming This policy and related documents are posted on the web at: builders-contractors/electric-service-requirements.html ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. This page is left blank intentionally. ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 1.3.1.Conduit Systems 1 Figure 1—Equipment Bases 2 1.3.2.Underground System Conductors Figure 2) 2 Figure 2—Primary, Secondary, and Service Conductor Schematic 3 1.3.3.Primary and Secondary Equipment Associated with Conduit Systems 3 Figure 3—Typical Primary and Secondary Equipment 3 1.4. Customer Responsibilities 4 1.5. Underground Infrastructure Signs and Markers 4 2.Trench and Backfill 4 2.1. Call Before You Dig (8-1-1) 4 2.2. Trench and Backfill Requirements 5 2.2.1.Trenching Requirements 5 Figure 4—Spoil 5 Figure 5—Trench to Energized Equipment 6 2.2.2.Backfill Requirements 6 2.3. Trench Types 6 2.3.1.Primary Conduit Trench 6 Figure 6—Primary Trench 7 2.3.2.Secondary Trench 7 Figure 7—Secondary Trench 8 i Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 2.3.3.Joint Use Trench 8 9 10 10 Figure 8—Separation of Paralleling Lines and Structures Table 1—Radial Separation from Foreign Utilities and Structures Figure 9—Primary and Secondary Conduits in Trench Procedure 242—Underground Conduit Systems for Primary and Secondary Conductors Table of Contents 1.General 1 1 1 1.1. Purpose 1.2. Changes or Conflicts in Requirements 1.3. Definitions 1 ---PAGE BREAK--- Figure 15—Acceptable Backfill 13 Figure 16—Unacceptable Backfill 13 3.Conduits 14 3.1. Conduit Installation Requirements 14 3.1.1.Location 14 3.1.2.Water Flow 14 3.1.3.Dirt and Debris 14 3.1.4.Pull Rope 14 3.2. Conduit and Sweeps – Material 14 3.2.1.Final Grade 15 Table 2—Below-Ground Conduit Applications 15 Table 3—Riser Applications 15 Table 4—Sweep Specifications 15 Figure 17—Fiberglass Conduit 16 Figure 18—Electrical Grade PVC 16 Figure 19—Fiberglass Sweeps 16 3.3. Conduit and Sweeps – Installation 17 Figure 20—Fiberglass End Connections 17 Figure 21—Field Altered Sweep – Damaged PVC 17 3.4. Conduit Proofing 17 3.4.1.Conduit Proofing Requirements 17 Table 5—Required Mandrel Sizes for Conduit Proofing 18 Figure 22—Typical Mandrels 18 Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ii 11 11 Figure 10—Joint Trench Figure 11—Joint Use Secondary Trench Figure 12—Joint Use Primary Trench 12 2.4. Trench and Backfill Installation 12 12 Figure 13—Typical Primary Conductor Trench Figure 14—Typical Conductor Trench 13 2.5. Backfill 13 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 3.10. Gluing and Sealing PVC Conduit 20 3.10.1.Gluing and Sealing PVC Conduit 20 Figure 25—Applying Glue to Conduit 21 Figure 26—Seating the Conduit 21 3.11. Pull Line, Proofing, and Sealing the Conduit 21 Figure 27—Conduit Plug and Pull Line 21 Figure 28—Conduit Proofing 22 Figure 29—Plugging the Conduit 22 3.11.1.Transition from Overhead to Underground 23 Figure 30—Riser 7.5″ from Pole 23 Figure 31—Riser 7.5″ from Pole, Bracket and Power Company Template 24 Figure 32—Riser/Sweep Too Close to Pole 24 4.Clearances, Firewalls, and Enclosed Spaces 25 4.1. Working Clearances 25 Figure 33—Working Clearances to Pad-Mounted Equipment 25 Table 6—Working Clearances 26 4.2. National Code Clearances 26 Figure 34—Clearances Between Equipment and Structures 26 Table 7—Clearances between Equipment and Structures 27 4.3. Conduit Clearances to Foundations 28 4.4. Firewalls (Blast Walls) 28 Figure 35—Typical Firewall 28 4.5. Power Company Equipment in Enclosed Spaces 28 4.6. Road Clearances 29 iii Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 18 3.5. Change in Conduit Size 3.6. Conduit to Existing Equipment 18 Figure 23—Installing Conduit to Existing (Energized) Equipment 19 19 3.7. Conduit to New Equipment Bases 3.8. Conduit through Pavement 19 Figure 24—Installing Conduit through Concrete 20 3.9. Easements 20 ---PAGE BREAK--- Figure 37–Leveling the Equipment Base 31 5.6. Equipment Base Location – Barrier Post Protection 31 5.6.1.Barrier Post Requirements 31 Figure 38–Barrier Post Details 32 Figure 39–Barrier Post Layout and Clearances 32 Figure 40–Barrier Posts, Example 32 5.7. Joint Use Bonding Wire 33 Figure 41–Joint Use Bonding Wire in a Box Pad 33 6.Equipment Bases—Box Pads 33 Figure 42—24″ Fiberglass Box Pad 34 6.1. Single-Phase Sectionalizing Cabinet Box Pads 34 6.1.1.Equipment Base 34 Figure 43—Single-Phase Sectionalizing Cabinet 34 6.1.2.Dimensions 35 Figure 44—Single-Phase Sectionalizing Cabinet Box Pad Dimensions(actual dimensions may vary) 35 6.1.3.Excavation 35 Figure 45—Excavation Dimensions – Single-Phase Sectionalizing Cabinet 35 6.1.4.Installation 36 Figure 46—Top View/Side View – Single-Phase Sectionalizing Cabinet Box Pad 36 6.1.5.Conduit Placement 36 Figure 47—Conduit Placement 36 6.2. Three-Phase Sectionalizing Cabinet Box Pads 37 Equipment Base 37 Figure 48—Three-Phase Sectionalizing Cabinet 38 Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. iv 5.Sites and Locations 29 29 29 30 5.1. Site Selection 5.2. Site Preparation 5.3. Height Above Final Grade 5.4. In Residential Subdivisions 30 Figure 36–Positioning of a Box Pad 30 5.5. Leveling 30 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Figure 51—Top View/Side View– Three-Phase Sectionalizing Cabinet Box Pad 39 6.2.4.Conduit Placement 39 Figure 52—Conduit Placement – Three-Phase Sectionalizing Cabinet 39 Figure 53—Hole through the Side of a Fiberglass Box Pad 40 6.3. Single-Phase Transformer Box Pads 40 6.3.1.Single-Phase Transformer Equipment Base 40 Figure 54—Single-Phase Transformer 40 6.3.2.Dimensions – Single-Phase Transformer 41 Figure 55—Single-Phase Transformer Box Pad Dimensions(actual dimensions may vary) 41 6.3.3.Excavation – Single-Phase Transformer 41 Figure 56—Excavation Dimensions – Single-Phase Transformer 41 6.3.4.Box Pad Installation–Single-Phase Transformer 41 Figure 57—Top View/Side View–Single-Phase Transformer Box Pad 42 6.3.5.Conduit Placement 42 Figure 58—Conduit Placement – Single-Phase Transformer 42 7.Equipment Bases—Flat Pads 43 Figure 59—Three-Phase Transformer on a Flat Pad 43 7.1. Three-Phase Transformer Flat Pads 43 7.1.1.Concrete Flat Pads 43 Figure 60—Three-Phase Transformer Flat Pad 43 7.1.2.Dimensions and Installation, Three-Phase Transformers 44 Figure 61—Dimensions and Installation of a Three-Phase Transformer Flat Pad 44 7.1.3.Excavation, Flat Pad – Three-Phase Transformers 44 8.Equipment Bases—Padvaults (Vaults) 44 v Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 6.2.1.Dimensions 38 Figure 49—Three-Phase Sectionalizing Cabinet Box Pad Dimensions(actual dimensions may vary) 38 6.2.2.Excavation 38 Figure 50—Excavation Dimensions – Three-Phase Sectionalizing Cabinet 38 6.2.3.Installation 39 ---PAGE BREAK--- 8.4. Installation and Conduit Placement 46 8.4.1.Padvault Lids 46 Figure 65—Padvault Lid 46 8.4.2.Padvault Elevation 47 Figure 66—Padvault Not Set at the Proper Elevation 47 8.4.3.Padvault Conduits 47 Figure 67—Conduit Entering the Padvault 47 Figure 68—TERM-A-DUCT Used for Conduit Entering the Padvault 47 Figure 69—Grout Used for Conduit Entering the Padvault 48 8.5. Power Company / Padvault Clarification 48 9.Equipment—Secondary Boxes 48 Figure 70—Installed Secondary Box with Pedestal 48 9.1. Secondary Box 48 Figure 71—Secondary Boxes 49 9.2. Dimensions 49 Figure 72—Secondary Box Base Dimensions 49 9.3. Excavation 49 Figure 73—Excavation Dimensions – Secondary Box 49 9.4. Conduit Placement 50 Figure 74—Top View/Side View– Secondary Box 50 Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. vi Figure 62—Typical Padvault 45 8.1. Padvaults 45 Figure 63—Switchgear and Three-Phase Transformer on a Padvault 45 45 8.2. Dimensions 8.3. Excavation 45 Figure 64—Excavation – Padvault 46 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors vii Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power pro- jects. ©2021 by PacifiCorp. This page is left blank intentionally. ---PAGE BREAK--- Procedure 242—Underground Conduit Systems for Primary and Secondary Conductors 1. General 1.1. Purpose This manual is intended to guide Rocky Mountain Power customers in the installation of primary and secondary underground conduit systems. This document covers most applications, but cannot address every possible situation. Consult the Power Company for solutions to unique circumstances. If additional information is required, contact the Power Company at 1−888−221−7070 or via the internet at www.rockymountainpower.net. 1.2. Changes or Conflicts in Requirements The intent of this manual is to comply with all applicable codes, ordinances, and tariffs, as well as to implement common practices throughout the Power Company’s service territory. Common practices are implemented to: l meet or exceed minimum safety codes and municipal building ordinances l ensure fair and impartial requirements for all customers l use safe work procedures by following established Power Company standards l facilitate the privacy and security of current and future customers and occupants If a requirement in this manual conflicts with an applicable tariff, code, or ordinance, then other Power Company standards shall be used to design a solution that meets (or exceeds) the minimum requirements of the tariff, code, or ordinance. The Power Company will provide the standards, and should be consulted with questions on the applicability of any item in this manual. Where this document differs from the Power Company’s Electric Service Requirements Manual regarding primary and secondary installations this document shall prevail. 1.3. Definitions 1.3.1. Conduit Systems Closed Conduit Design: A closed conduit design consists of conduit in a trench terminating in a vault. All 600-ampere systems require a closed conduit design. 200 A systems may require closed conduit designs – depending on design requirements. Open Conduit Design: An open conduit design consists of conduit in a trench terminating in open box pads or flatpads. The Power Company reserves the right to require a closed conduit design in non-typical 200 A applications. Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 1 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Equipment Bases: Equipment bases include box pads, padvaults, and flat pads. Equipment bases provide a platform for pad-mounted equipment. Fi gure 1 Figure 1—Equipment Bases 1.3.2. Underground System Conductors Figure 2) Primary Conductors: Underground conductors between the Power Company’s substation and the Power Company’s distribution transformers. Depending on the area, these conductors are energized between 4,200 volts and 34,500 V. Secondary Conductors: Underground conductors between the Power Company’s distribution transformers and secondary boxes. Depending on the customer’s application, these conductors are energized between 120 and 480 V. Service Entrance Conductors: Underground conductors between the customer’s service equipment terminals and the Power Company’s source (a distribution transformer or a secondary box). For more information regarding service entrance conductors and conduit please refer to the Power Company’s Electric Service Requirements Manual at service-requirements.html. 2 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- Fi gure 2 Figure 2—Primary, Secondary, and Service Conductor Schematic 1.3.3. Primary and Secondary Equipment Associated with Conduit Systems Distribution Transformer: A voltage device that converts power from primary voltage to a secondary voltage. The secondary side of the transformer is used to serve individual customers either directly or via a secondary box. See "Figure 3" below. Sectionalizing Cabinet: A primary voltage device used as a junction for two or more primary cables. A sectionalizing cabinet cannot be used to serve a customer. Switchgear: A primary voltage device used as either a switch point or protection point for two or more primary cables. Switchgear cannot be used to serve a customer. Secondary Box: A secondary voltage device used as a junction for two or more secondary or service cables. A secondary box can be used to serve a customer. See "Figure 3" below. Fi gure 3 Figure 3—Typical Primary and Secondary Equipment Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 3 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 1.4. Customer Responsibilities The customer shall meet the requirements described in this document to complete construction for underground installations. The customer is responsible for providing all trenches, backfill, compaction, conduit, and equipment bases, and final grade design. The Power Company may provide some of these services, such as providing and leveling box pads. The customer is responsible for boring if that method is used. Before installing any primary and/or secondary conduit system, the customer shall enter into a contract with the Power Company and obtain a job sketch from a Power Company representative. The customer is responsible for ensuring that all conduit system installations comply with Power Company requirements and the provided job sketch. Any conduit system or any part of a conduit system installed before receiving a job sketch from the Power Company will be subject to Power Company rejection. 1.5. Underground Infrastructure Signs and Markers Above-grade signage, buried radio frequency (RF) markers, and buried caution tapes assist utility location services. Their presence may also provide a supplemental level of protection against service interruptions from dig-ins. General requirements are provided below: Requirements: Caution tape shall be installed 12 to 18 inches above all electrical conduits and duct banks, if trenching or other open excavation methods are used. a. Caution tape shall be red in color with black text "CAUTION BURIED ELECTRIC LINE BELOW," tape shall be a minimum of 6 inches wide by 0.004 inches thick. (3M Scotch #368 or equivalent). 1. Red-dyed concrete shall be used if concrete encasement is used to encase electrical con- duits or duct banks. 2. Radio frequency (RF) markers shall be installed above 4- to 8-inch electrical conduits at stub-outs and transition points between bored and trench installations. (3M #1256 Passive Mid-Range Marker Power Encoded or equivalent). If these markers are required, they will be provided by the Power Company with locations specified on the job sketch. 3. Above-grade signage, if required, will be provided by the Power Company with locations specified on the job sketch. 4. Additional signs or markers may be required for unique installations. 2. Trench and Backfill 2.1. Call Before You Dig (8-1-1) State laws require the customer/excavator call 8-1-1 for underground utility cable locations at least 48 hours prior to any excavation. Excavation shall not start until facilities have been marked by an underground locator service, or until the service confirms that no facilities exist in the area. 4 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- 2.2. Trench and Backfill Requirements 2.2.1. Trenching Requirements The customer shall provide all trenching. OSHA requires the trench be shored when the combination of trench plus the spoil exceeds five feet To comply with OSHA rules when not shoring a trench, the customer shall keep the spoil at least two feet away from the open trench. Fi gure 4 Figure 4—Spoil The National Electrical Safety Code (NESC) states in section 321.A, “The bottom of the trench should be undisturbed, tamped, or relatively smooth earth. Where the excavation is in rock, the conduit should be laid on a protective layer of clean tamped backfill.” To the extent possible, trench bottoms shall be level and made of well-tamped earth without sharp rises and drops in elevation. Rock spurs or ridges shall not project into the trench. If trenching is left open overnight, the customer is responsible for cleaning prior to conduit installation. Per NESC 321.A. the Power Company may require the conduit be laid on a protective layer of clean tamped backfill. When the customer is trenching to existing (energized) equipment, the customer shall stop trenching with mechanical methods and continue hand trenching the final two feet to the energized equipment unless otherwise requested by the Power Company. Do not trench under/past the base of the energized equipment (see "Figure 5" on the next page). Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 5 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 5 Figure 5—Trench to Energized Equipment 2.2.2. Backfill Requirements The National Electrical Safety Code states in section 321.B, “All backfill should be free of materials that may damage the conduit system. Backfill material should be adequately compacted to limit settling under the expected surface usage.” The following list of requirements applies to all installations requiring backfill: 1. The customer shall provide trench backfill and site restoration. 2. All backfill shall be free of materials, such as construction waste, large rocks, or sharp rocks, that may damage the conduit system. Where natural backfill poses such a hazard the Power Company will require the backfill within six inches of the conduit to be 4″ minus or finer (capable of passing through a 4″ sieve). 3. Backfill shall be adequately compacted to prevent future settling. 4. Prior to backfilling over the conduit, the Power Company shall inspect the backfill mater- ial and conduit installation. The Power Company will not energize conductors until the customer completes the backfill to Power Company satisfaction. Extra caution should be taken when backfilling trenches. The customer is responsible for repairing crushed or damaged conduit, including any costs for crews to return to the job site. 2.3. Trench Types 2.3.1. Primary Conduit Trench The primary conduit trench is normally in the Public Utility Easement (PUE) or an established right-of-way (ROW). This trench may include both secondary and primary cable. When digging only a primary trench, the customer shall follow the dimensions shown in "Figure 6" on the facing page. 6 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- Figure 6—Primary Trench 2.3.2. Secondary Trench When installing only secondary conduit in a trench, follow the dimensions and requirements in "Figure 7" below. Where the secondary conduit approaches a box pad, the trench will need to be deeper to allow the conduit and sweep to be installed under the box pad. Do not reduce the integrity of the box pad by putting holes in it. Fi gure 7 Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 7 Figure 7—Secondary Trench ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 2.3.3. Joint Use Trench Joint use trenching requirements may vary by area; consult the Power Company for requirements before installation. The customer may be allowed to place communication, signal, and other electrical supply conductors in the same trench as Power Company conductors, provided that the installation meets Power Company policy, and all concerned parties agree on the placement. Communications: A minimum horizontal distance of 12 inches (12″) shall exist between the electrical conduit and other utility lines, unless superseded by the requirements of other utilities involved (and/or unless local requirements differ). Gas: The minimum horizontal distance between the electrical conduit and gas lines must be greater than 12 inches (12″) unless both the Power Company and the joint use gas utility have reached a separate operational agreement requiring a greater distance. Other electric utilities: PacifiCorp requires that other electric utilities be located in different trenches that have a minimum separation of 72″; however, the Power Company may allow a joint trench agreement with another electric utility. Water, sewer, and drainage: The Power Company will not install electrical conductors in a common trench with main water lines, sewer lines, or other drainage lines. Conduit should be installed as far as practical in order to protect it from being undermined if the water main breaks. 8 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- Fi gure 8 Figure 8—Separation of Paralleling Lines and Structures Note: Distance exceptions may be granted on a case-by-case basis by the Power Company. Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 9 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Table 1 —Radial Separation from Foreign Utilities and Structures Location Foreign Utility or Structures Permitted Minimum Separation Paralleling Crossing Zone 1 No foreign lines or structures allowed N/A N/A Zone 2 Communication (telephone, fiber, cable) 12″ (Radial) 12″ (Radial) Streetlights Minor structures (vaults, manholes, poles foundations, fence footings) Gas (mains and services) Zone 3a Water lines (pressurized) 36″ (Horizontal) 12″ (Radial) Sewer (sanitary and sewer) Steam and cryogenic — Building foundations and retaining walls 60" (Horizontal) Engineering required — Gas transmission Engineering required Engineering required Other lines transporting flammable materials Railroads a Lines shall not be parallel directly above or below electric supply lines. Joint trench examples can be seen in "Figure 9" below through "Figure 11" on the facing page. Fi gure 9 Figure 9—Primary and Secondary Conduits in Trench 10 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- Fi gure 10 Figure 10—Joint Trench When installing secondary conduit in a joint use trench, follow the dimensions in "Figure 11" below. When installing primary conduit in a joint use trench, follow the dimensions in "Figure 12" on the next page. "Figure 12" on the next page shows the secondary and joint use installed in a horizontal configuration. This is the preferred configuration. When easements are limited or crowded, the secondary conduit can be placed above the primary conduit. Please contact the Power Company for details. Fi gure 11 Figure 11—Joint Use Secondary Trench Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 11 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 12 Figure 12—Joint Use Primary Trench 2.4. Trench and Backfill Installation The customer is responsible for providing all trenches, boring, backfill, compaction, conduit, and equipment foundations. The customer shall meet the requirements described in this procedure to complete construction for underground installation. Before installing any conduit system, the customer shall enter into a contract with the Power Company and obtain a job sketch from a Power Company representative. The customer is responsible for ensuring that all conduit system installations comply with Power Company requirements and with the provided job sketch. Any conduit system or any part of a conduit system installed before receiving a job sketch from the Power Company may be subject to rejection or revision. During development/construction, the customer is responsible for ensuring that all subsequent contractors working in the vicinity of Power Company facilities exercise care to maintain the integrity of the conduit system (conduit and equipment bases). If the Power Company is required to return to the site to repair the conduit system, the customer will be held liable. Winter conditions may not allow a customer to adequately build to company specifications regarding compaction. The customer shall be responsible for the cost if the Power Company is required to return later to correct settling issues. Fi gure 13 Figure 13—Typical Primary Conductor Trench 12 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- Fi gure 14 Figure 14—Typical Conductor Trench 2.5. Backfill For trenching requirements see Section 2.2, Trench and Backfill Requirements Fi gure 15 Figure 15—Acceptable Backfill Fi gure 16 Figure 16—Unacceptable Backfill Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 13 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 3. Conduits 3.1. Conduit Installation Requirements The following list of requirements applies to all primary and secondary conduit installations. Sections 6 through 9 of this document clarify many of these requirements and provide photographs of typical installations. 3.1.1. Location The customer shall ensure that conduit is located away from (and never underneath) buildings, building foundations, or other structures. Conduit shall not be run in a parallel direction under a retaining wall. Conduit may be run at a right angle under a retaining wall. If the retaining wall is greater than 3′ in height a steel sleeve shall be used to protect the conduit. 3.1.2. Water Flow The customer is responsible for recognizing potential surface and subgrade water flows and coordinating with the Power Company to minimize potential runoff problems. Potential surface and subgrade water flows are relevant where water infiltration is problematic because of proximate river flooding, the presence of a high water table, or the lay of the land. 3.1.3. Dirt and Debris The customer shall keep the inside of the conduit free of dirt and debris during installation. Once the conduit is installed, it shall be temporarily sealed (plugged or capped) to prevent infiltration of water and dirt. An unglued conduit cap or plug is required for keeping the conduit free of debris. The customer is responsible for clearing accumulated debris. 3.1.4. Pull Rope The customer shall provide a flat pull line or poly rope rated to withstand 1,000 lbs. of tension, installed with 72″ of extra line extending from each end of the conduit. The pull line shall be secured inside the ends of the conduit and both conduit ends shall be capped. 3.2. Conduit and Sweeps – Material Table 2 and Table 3 identify the appropriate types of conduit and sweeps to be used. Table 4 specifies the sweep specifications. Field bends are not permitted. The company accepts electrical grade schedule 40 PVC (or better), fiberglass (ZG 033), and High-density polyethylene (HDPE) (ZG 031) conduit materials. Table 2 shows the preferred, conduit materials for below-grade applications. Table 3 shows the preferred, conduit materials for risers. HDPE is only accepted for below-grade applications when installed by directional boring or cable plowing. Rocky Mountain Power shall provide prior approval for the use of rigid metal conduit (RMC), which is only to be used in above-grade special applications. 14 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- 3.2.1. Final Grade Final grade design must be established and a physical measure confirmed by the presence of curb, gutter, and grading stakes placement. Table 2—Below-Ground Conduit Applications Application Type of Conduit1 Sweep Material1 Three-phase primary Fiberglass, PVC, HDPE Fiberglass 2 Single-phase primary Fiberglass, PVC, HDPE Fiberglass or PVC2. 3 Secondary Fiberglass, PVC, HDPE Fiberglass or PVC2. 3 1.Steel conduit, casings, and sweeps may be required for special applications. 2.Fiberglass can tolerate higher sidewall pressures than PVC. 3. Longer conduit runs or conduit with multiple sweeps may require fiberglass. Table 3—Riser Applications Application Type of Conduit1 Sweep Material1 Three-phase primary Fiberglass or PVC Fiberglass2 Single-phase primary Fiberglass or PVC Fiberglass or PVC2, 3 Secondary Fiberglass or PVC Fiberglass or PVC2, 3 1. Steel conduit, casings, and sweeps may be required for special applications 2. Fiberglass can tolerate higher sidewall pressures than PVC. 3. Longer conduit runs or conduit with multiple sweeps may require fiberglass. Table 4—Sweep Specifications Acceptable Elbow Sweeps1 When PVC is Used1 When Fiberglass is Used1 Conduit Diameter (in.) Secondary Conductor Conduit (in.) Primary Conductor Conduit (in.) PVC Schedule Minimum Fiberglass Wall Thickness (in.) In Trench Riser 2″ Note 2 36″ 36″ 40 n/a 3″ 36″ 36″ 36″ 40 0.09″ 48″ 48″ 4″ 36″ 36″ 36″ 40 0.09″ 48″ 48″ 6″ n/a 48″ 48″ 40 0.11″ 60″ 1.Long radii sweep elbow sizes are based on cable sidewall pressure-bearing limitations. Depending on pulling calculations, the Power Company may require a larger radius sweep or specify which material the sweep should be made of. 2.Two-inch conduit is prohibited for secondary use unless prior approval from the Power Company is granted. Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 15 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 17 Figure 17—Fiberglass Conduit Fi gure 18 Figure 18—Electrical Grade PVC Fi gure 19 Figure 19—Fiberglass Sweeps Additional conduit and sweep requirements: l PVC shall be electrical grade Schedule 40 or better l Fiberglass conduit shall meet or exceed the Power Company’s material specification ZG 033, Fiberglass Conduit l Each fiberglass sweep requires two factory-attached PVC, extra-deep, fabricated, expanded bell-ends as shown in "Figure 20" on the facing page. l Fiberglass sweeps must be certified by a Nationally Recognized Testing Laboratory (NRTL) HDPE conduit may be used upon approval of the Power Company. HDPE conduit can be installed by plowing and short-directional boring methods. Primary and secondary conductors can be pulled into this type of conduit. HDPE conduit shall meet the Power Company’s specification ZG 031, High-Density Polyethylene (HDPE) Conduit, which can be found at requirements.html. 16 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- 3.3. Conduit and Sweeps – Installation The customer is responsible for providing all conduit and sweeps. The customer shall meet the requirements described in this procedure to complete construction for underground installation. The customer is responsible for ensuring that all conduit system installations comply with Power Company requirements. During development/construction, the customer is responsible for ensuring that all subsequent contractors in the vicinity of Power Company facilities exercise care to maintain the integrity of the conduit system (conduit and equipment bases). If the Power Company is required to return to the site to repair the conduit system, the customer will be held liable. 1. The customer shall provide and install conduit, including long-radius sweeps. 2. All PVC joints shall be glued and compressed to the depth of the coupling system. 3. All fiberglass joints shall be glueless, using an interference and gasketed joint (see "Figure 20" below), and shall be compressed to the depth of the coupling system. Where straight ends and bell ends are joined, the straight end shall be beveled so as not to become an obstacle to mandrels or pulled cable. 4. Manufactured sweeps shall not be altered. Field form sweeps are not permitted Fi gure 20 Figure 20—Fiberglass End Connections Fi gure 21 Figure 21—Field Altered Sweep – Damaged PVC 3.4. Conduit Proofing 3.4.1. Conduit Proofing Requirements All installed underground conduit shall be proofed with a mandrel to remove obstructions, and to confirm at least 80 percent of the nominal conduit diameter. When requested by the Power Company, the customer shall perform a Power Company-witnessed proofing of Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 17 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors conduit systems. See Table 5, Required Mandrel Sizes for Conduit Proofing and "Figure 22" below. Table 5—Required Mandrel Sizes for Conduit Proofing Conduit Nominal Diameter (in.) Mandrel Diameter (in.) Minimum Mandrel Length (in.) Maximum Mandrel Length (in.) Proof 2″ 1.62″ 2.4″ 6″ 81% 3″ 2.5″ 3.25″ 8″ 83% 4″ 3.5″ 4.25″ 8″ 87% 6″ 5.5″ 6.25″ 10″ 92% Fi gure 22 Figure 22—Typical Mandrels 3.5. Change in Conduit Size No change in conduit size within a conduit run is allowed. 3.6. Conduit to Existing Equipment When the customer is installing conduit to existing (energized) equipment, the customer shall stop installation of the conduit two feet from the Power Company facility, unless otherwise requested by the Power Company. The customer shall provide a sweep and extra conduit for use by Power Company employees. 18 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- Fi gure 23 Figure 23—Installing Conduit to Existing (Energized) Equipment 3.7. Conduit to New Equipment Bases Customer installation of conduit to new box pads, padvaults, flat pads, secondary boxes, or secondary pedestals shall be done according to Sections 6 – 9 of this document. 3.8. Conduit through Pavement When conduit extends vertically through a paved or concrete surface, a sleeve or permanent opening shall be placed around the conduit to prevent direct contact with the pavement to help prevent damage to conductors caused by soil settling. Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 19 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 24 Figure 24—Installing Conduit through Concrete 3.9. Easements The customer must ensure all conduits, bases, vaults, and equipment are placed within the Public Utility Easement (PUE) or within the limits of the granted right-of-way for Rocky Mountain Power. 3.10. Gluing and Sealing PVC Conduit "Figure 25" below and "Figure 26" on the facing page illustrate the process of gluing and sealing PVC conduit. As described in these two figures: To glue PVC conduit together, apply glue to both the outside (male) and inside (female) ends of the conduit. If you are installing pull rope a conduit section at a time, use caution to ensure that the rope doesn’t dry in any residual glue. Push conduits together until they are seated. 3.10.1. Gluing and Sealing PVC Conduit Fi gure 25 20 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. Figure 25—Applying Glue to Conduit ---PAGE BREAK--- Fi gure 26 Figure 26—Seating the Conduit 3.11. Pull Line, Proofing, and Sealing the Conduit For conduit sealing and pull line requirements, see sections 3.1.3., Dirt and Debris and 3.1.4., Pull Rope. For conduit proofing requirements, see Section 3.4. , Conduit Proofing. Fi gure 27 Figure 27—Conduit Plug and Pull Line Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 21 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 28 Figure 28—Conduit Proofing Fi gure 29 Figure 29—Plugging the Conduit 22 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- Fi gure 30 Figure 30—Riser 7.5″ from Pole Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 23 3.11.1. Transition from Overhead to Underground When transitioning from overhead conductors to underground conductors, the Power Company will identify the appropriate location where the conduit riser shall be, relative to the pole. The nearest edge of the conduit sweep should be 7.5″ from the pole. If a riser already exists on the pole, the new riser shall be attached such that the new riser is parallel to the existing riser. ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 31 Figure 31—Riser 7.5″ from Pole, Bracket and Power Company Template Fi gure 32 Figure 32—Riser/Sweep Too Close to Pole 24 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- 4. Clearances, Firewalls, and Enclosed Spaces 4.1. Working Clearances The Power Company needs working clearances to maintain equipment once it is installed. The customer shall comply with the distances shown in "Figure 33" below. and Table 6. Fi gure 33 Figure 33—Working Clearances to Pad-Mounted Equipment Notes on Figure 33: 1. Depending on the base the customer may not know exactly where the equipment will sit on the equipment base. As a rule of thumb assume the clearances will be from the edge of the equipment base. If these rule of thumb clearances cannot be achieved, contact the Power Company. Distances are from the edge of the equipment pad. 2. No vegetation over six inches in height shall be present in the clear workspace. 3. Trip hazards such as gutters, spigots, etc., shall not exist within the clear workspace. 4. Curbs may be acceptable in the clear workspace; contact the Power Company during site scoping. Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 25 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors single-phase/ three-phase sectionalizing cabinet three-phase switchgear single-phase pedestal 4.2. National Code Clearances National codes require minimum clearances to equipment. The clearances shown in "Figure 34" below and Table 7 are required for all pad-mounted equipment. Fi gure 34 Figure 34—Clearances Between Equipment and Structures 26 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. Table 6—Working Clearances Symbol Size Equipment Working Clearance single-phase transformer ---PAGE BREAK--- Table 7—Clearances between Equipment and Structures Clearance from Clearance in Front of (ft.) Clearance to Side of (ft.) Vertical Clearance from (ft.) Fire escape 20 10 n/a Doorway 20 10 n/a Window that can be opened 20 10 n/a Window that cannot be opened 10 5 10 Air vent intake 20 10 25 Air vent exhaust 10 10 25 Combustible surface 8 n/a n/a Non-combustible surface 3 n/a n/a Fire hydrant (non-metallic equipment) 4 4 n/a Fire hydrant (metallic equipment) 6 6 n/a Notes on "Figure 34" on the previous page and Table 7: 1. Distances are from the equipment. 2. If the building has a combustible overhang, the distance is measured from the outside edge of the overhang. 3. Edge of equipment is measured from the overhang. 4. Outside walkways or stairs attached to the building are considered part of the building. Minimum clearances must also be maintained from walkways used for exiting to a place of safety. 5. Distances less than those specified in Table 7 (but not less than the required working space) may be allowed if approved by the appropriate code enforcement authority. This may require alternate means of fire protection per NEC Section 450.27 and NESC Sec- tion 152(A) including fire barriers, fire-rated walls, sprinkler systems, oil-containment means, or other measures. Use of alternate means of fire protection must be approved by the local code enforcement authority. 6. The final grade at the location of the transformer should provide oil drainage away from the building. Otherwise, an adequate oil containment means is required 7. The customer shall conform to all local building codes, insurance regulations, and/or ordin- ances affecting the equipment location. 8. Combustible/non-combustible construction types are defined by respective state building codes. Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 27 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 4.3. Conduit Clearances to Foundations There shall be a minimum 60″ horizontal distance between the building foundation and conduit. When the conduit is installed before the foundation it is recommended that the clearance be 120″ from the planned foundation, see "Figure 8" on page 9 4.4. Firewalls (Blast Walls) For oil-filled equipment at locations where the required clearance cannot be met, a firewall may be constructed. The firewall shall be constructed such that the heat and flame from a dynamic event are deflected away from a combustible surface or a storage tank. The firewall shall be approved by the authority having jurisdiction. Consult the Power Company for information on firewalls. Also see ESR White Paper 4—Firewalls at requirements.html. Fi gure 35 Figure 35—Typical Firewall 4.5. Power Company Equipment in Enclosed Spaces The Power Company requires 24-hour access to equipment in gated and enclosed spaces. If a single- or three-phase transformer, pad-mounted piece of equipment, or pedestal is to be placed in a gated or enclosed space, the Power Company shall be granted proper access prior to installation. For more information, see ESR White Paper 4, Gated and Enclosed Spaces at requirements.html. 28 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- 4.6. Road Clearances Per AASHTO, a minimum clear zone of 10 feet from all obstructions is required on roads and streets without curbs. Where these distances cannot be obtained, protective barrier posts and/or barricades, as designated by the Power Company, shall be installed by the customer. Working clearances as described earlier in Section 4 must be maintained. Clearances from the protective device to the equipment must be maintained per Section 5.6. 5. Sites and Locations 5.1. Site Selection The site shall be inspected prior to selecting the equipment base or determining the installation details. The job sketch and associated documents should clearly identify each equipment base and location. The Power Company is responsible for designing the job and determining the location of the equipment; however, input from the customer is valuable. Customer input will be reviewed and, if possible, incorporated into the design prior to the final design. The following items should be included in the inspection and accounted for in the job design: l Soil class. Soil stability shall be determined and recommendations made on shoring or sloping requirements. l Water table. Precautions should be taken to prevent any flooding affecting customer- owned equipment in adjacent structures or properties. l Runoff. Recognize potential surface and subgrade water flows. Consult the Power Com- pany to minimize potential runoff problems. l Frost considerations. Consideration shall be given to local ground and frost conditions such that the installation remains structurally sound. l Final grade. If the final grade has not yet been established, measures shall be made to allow for anticipated grade changes. Where radical changes in grade are anticipated, installation should be delayed until near-final grade has been achieved. l Site accessibility. The site location for any equipment should be within 15 feet (15′) of gravel or paved surfaces. Future access requirements for operation and maintenance of equipment shall be considered when determining equipment location. 5.2. Site Preparation Excavations should be no deeper than necessary to install conduit and set the equipment base. Disturbed soil beneath any type of equipment base shall be compacted in six-inch lifts, and leveled to within a 2% slope prior to setting or pouring at the site. The customer shall supply: l a six inch deep base of ¾-inch-minus gravel compacted to 90% of dry density under pad- vaults, l when required by the Power Company a six-inch base of ¾-inch-minus gravel compacted to 90% of dry density under box pads and secondary boxes Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 29 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors l an 18-inch deep base of compacted ¾-inch-minus gravel compacted to 90% of dry dens- ity under flat pads. In marshy areas, where an adequate foundation cannot be created through normal methods, pilings may be required. 5.3. Height Above Final Grade Box pads should be set such that the top surface is approximately three to six inches above the final grade. Concrete vaults and flat pads should be set flush with the final grade in pedestrian and traffic areas. Concrete vaults and flat pads should be set three to six inches above final grade in all other areas. A retaining wall, approved by the Authority Having Jurisdiction AHJ, shall be installed on the uphill side of any installation when the grade deviates by more than 6″ in an elevation within two feet of the equipment foundation. The final construction shall accommodate working clearances identified in Section 4. A retaining wall may also be necessary on the downhill side of the installation to ensure a level working surface is maintained. Additional easement considerations may be required. 5.4. In Residential Subdivisions Box pads and secondary boxes in subdivisions should typically be set 24″ behind the sidewalk and near the property line. Fi gure 36 Figure 36–Positioning of a Box Pad 5.5. Leveling All equipment bases should be level, with no more than a 2% grade from edge to edge. 30 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- Fi gure 37 Figure 37–Leveling the Equipment Base 5.6. Equipment Base Location – Barrier Post Protection Barrier post protection is required by the Power Company in the following situations: l where equipment is within seven feet of parking lots or developed travel paths around facilities (paved or unpaved) l where equipment is within seven to ten feet of the roadway pavement without curbs l where equipment within 1.5 feet of roadways with curbs Six-inch steel barrier posts shall be painted or galvanized, and should be filled with concrete. Six-inch concrete barrier posts shall be painted or encased in plastics. The posts shall have a domed top, and shall be free of burrs and sharp edges. 5.6.1. Barrier Post Requirements Each barrier post shall meet the following requirements: l Each barrier post shall be set in a concrete foundation at least 12 inches in dia- meter and 24 inches in depth, below grade, as shown in "Figure 38" on the next page. l In areas where construction equipment traffic poses a temporary threat to equipment, barrier posts shall be provided by the customer, and shall remain in place until the threat has been eliminated. l Enough barrier posts shall be installed to adequately protect the pad-moun- ted equipment from vehicular traffic. If the distance between two posts, or between a post and a non-traffic area, is greater than six feet an inter- mediate post shall be installed as shown in "Figure 39" on the next page. l Barrier posts shall be placed so as not to obstruct the opening of the equip- ment doors, nor to impede the operation of the equipment. If this is not pos- sible, removable posts shall be used in the obstructive location(s). Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 31 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 38 Figure 38–Barrier Post Details Fi gure 39 Figure 39–Barrier Post Layout and Clearances Fi gure 40 32 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. Figure 40–Barrier Posts, Example ---PAGE BREAK--- 5.7. Joint Use Bonding Wire Typically, communication enclosures are non-metallic. However, above-ground electric supply and communication enclosures with exterior metallic surfaces shall be bonded if separated by a distance of 72″ or less. To meet NESC joint use bonding requirements a ten-foot (10′) length of #6 copper wire is required in box pads and flat pads. The bonding wire is used to bond joint use facilities to the Power Company ground. The customer is responsible to install the bonding wire when installing box pads or flat pads when metallic communication enclosures are used. Fi gure 41 Figure 41–Joint Use Bonding Wire in a Box Pad 6. Equipment Bases—Box Pads Box pads, shown in "Figure 42" on the next page, support single- and three-phase sectionalizing cabinets, and single-phase transformers. Box pads are used in open conduit designs. The Power Company often provides box pads, but the customer is responsible for the cost. Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 33 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 42 Figure 42—24″ Fiberglass Box Pad A box pad is a fiberglass base for pad-mounted equipment, with sufficient space inside for training cables. The customer may elect to use padvaults in lieu of box pads. All new construction requires a 24″ box pad. The box pad should be level and installed as shown in "Figure 43" below. 6.1. Single-Phase Sectionalizing Cabinet Box Pads 6.1.1. Equipment Base The drawings and pictures in this section represent typical installations. "Figure 43" below shows a properly installed single-phase sectionalizing cabinet. Fi gure 43 Figure 43—Single-Phase Sectionalizing Cabinet 34 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- 6.1.2. Dimensions Fi gure 44 Figure 44—Single-Phase Sectionalizing Cabinet Box Pad Dimensions (actual dimensions may vary) Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 35 6.1.3. Excavation Excavate the box pad hole to at least 29″ below final grade plus the size of the largest conduit Fi gure 45 Figure 45—Excavation Dimensions – Single-Phase Sectionalizing Cabinet ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 6.1.4. Installation The box pad and conduits are installed as shown in "Figure 46" below and "Figure 47" below. Note that the number of conduits may vary depending on the infrastructure design. Fi gure 46 Figure 46—Top View/Side View – Single-Phase Sectionalizing Cabinet Box Pad Notes: 1. For each conduit run one 45° elbow shall be permanently attached. 2. The box pad base shall be leveled and installed a minimum of 6″ – 8″ above anyand all landscaping 3. The equipment base must be supported by compacted ¾-minus backfill. 6.1.5. Conduit Placement Fi gure 47 36 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. Figure 47—Conduit Placement ---PAGE BREAK--- 1. The box pad sits on properly compacted soil. 2. The conduits enter under the box pad. 3. Do not attempt to enter the box pad through the side by making a hole in the fiberglass box pad. The box pad hole is excavated and conduit is installed as shown in "Figure 46" on the previous page.Note that the number of conduits may vary depending on the infrastructure design. Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 37 6.2. Three-Phase Sectionalizing Cabinet Box Pads Equipment Base The drawings and pictures in this section represent typical installations. "Figure 48" below shows a properly installed three-phase sectionalizing cabinet. Fi gure 48 Figure 48—Three-Phase Sectionalizing Cabinet ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 6.2.1. Dimensions Fi gure 49 Figure 49—Three-Phase Sectionalizing Cabinet Box Pad Dimensions (actual dimensions may vary) 6.2.2. Excavation Excavate a 7′ ╳10′ hole to the appropriate depth. An appropriate depth for the box pad hole is at least 29″ below final grade plus the size of the largest conduit Fi gure 50 Figure 50—Excavation Dimensions – Three-Phase Sectionalizing Cabinet 38 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- 6.2.3. Installation The customer will install the box pad and conduits as shown in "Figure 51" below and "Figure 52" below. Note that the number of conduits may vary depending on the infrastructure design. Fi gure 51 Figure 51—Top View/Side View– Three-Phase Sectionalizing Cabinet Box Pad Notes: 1. For each conduit run one 45° elbow shall be permanently attached 2. The box pad base shall be leveled and installed a minimum of 6″ – 8″ above any and all landscaping 3. The equipment base must be supported by compacted ¾-minus backfill 6.2.4. Conduit Placement The box pad sits on properly compacted soil. The conduits enter under the box pad. Do not attempt to enter the box pad through the side by making a hole in the fiberglass. Fi gure 52 Figure 52—Conduit Placement – Three-Phase Sectionalizing Cabinet Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 39 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 53 Figure 53—Hole through the Side of a Fiberglass Box Pad Conduit installation is shown in "Procedure 242—Underground Conduit Systems for Primary and Secondary Conductors " on page 1. Note that the number of conduits may vary depending on the infrastructure design. 1. Provide one 45° elbow. 2. Excavation depth should be 29″ plus the size of the largest conduit 3. The Power Company will cut conduit as needed to install the elbows. 6.3. Single-Phase Transformer Box Pads 6.3.1. Single-Phase Transformer Equipment Base The drawings and pictures in this section represent typical installations. "Figure 54" below shows a properly installed single-phase transformer. Fi gure 54 Figure 54—Single-Phase Transformer 40 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- 6.3.2. Dimensions – Single-Phase Transformer Fi gure 55 Figure 55—Single-Phase Transformer Box Pad Dimensions (actual dimensions may vary) 6.3.3. Excavation – Single-Phase Transformer Excavate a 7′ hole to the appropriate depth. An appropriate depth for the box pad hole is at least 29″ below final grade plus the size of the largest conduit Fi gure 56 Figure 56—Excavation Dimensions – Single-Phase Transformer 6.3.4. Box Pad Installation–Single-Phase Transformer The customer will install the box pad and conduits as shown in "Figure 57" on the next page and "Figure 58" on the next page. Note that the number of conduits may vary depending on the infrastructure design. Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 41 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 57 Figure 57—Top View/Side View–Single-Phase Transformer Box Pad Notes: 1. For each conduit run one 45° elbow shall be permanently attached. 2. The box pad base shall be leveled and installed a minimum of 6″ – 8″ above anyand all landscaping 3. The equipment base must be supported by compacted ¾-minus backfill. 6.3.5. Conduit Placement The box pad sits on properly compacted soil. The conduits enter under the box pad. Do not attempt to enter the box pad through the side by making a hole in the fiberglass. Fi gure 58 Figure 58—Conduit Placement – Single-Phase Transformer Conduit is installed as shown in "Figure 59" on the facing page. Note that the number of conduits may vary depending on the infrastructure design. Notes: 1. For each conduit run: leave 10′ of trench open. 2. Provide one 45° elbow. 3. Excavation depth should be 29″ plus the size of the largest conduit 4. The Power Company will cut conduit as needed to install the elbows. 42 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- 7. Equipment Bases—Flat Pads Flat pads, shown in "Figure 59" below, are used to support three-phase transformers that have three or fewer secondary or service conduits. The customer may elect to use padvaults in lieu of flat pads. Flat pads may be poured in place or purchased pre-cast by the customer. In both cases, the customer shall follow good construction practices with 18 inches (18″) of soil removed, the remaining soil compacted, and the hole filled and compacted with ¾-inch-minus gravel prior to either pouring the pad or setting the pad. Pads shall be set so they are level with about three inches of the pad left above final grade. See Figure 61for flat pad specifications. Fi gure 59 Figure 59—Three-Phase Transformer on a Flat Pad 7.1. Three-Phase Transformer Flat Pads 7.1.1. Concrete Flat Pads The drawings and pictures in this section represent typical installations. The left-hand picture in "Figure 60" below shows a properly installed three-phase transformer cabinet. Flat pads are limited to three-phase transformers with no more than three runs of conduit on the secondary side. Fi gure 60 Figure 60—Three-Phase Transformer Flat Pad Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 43 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 7.1.2. Dimensions and Installation, Three-Phase Transformers Fi gure 61 Figure 61—Dimensions and Installation of a Three-Phase Transformer Flat Pad Notes: 1. For flat pad construction, the Power Company’s specification, ZG 311, Concrete Require- ments, must be followed. ZG 311 is available online (at rockymountainpower.net, Con- tractors, Underground Conduit Systems) or from a Power Company contact. 2. The customer shall leave 10 feet (10′) of #6 AWG copper, fed underneath and through the open area on the right side of the flat pad. This is used for bonding adjacent metallic equipment. 3. Flat pads may be poured on-site or purchased from an approved vendor. 4. The customer is responsible for installing the bonding wire. See Section 5.7. 7.1.3. Excavation, Flat Pad – Three-Phase Transformers Notes: 1. Level a 9′ square and bring conduits up using 90° elbows. 2. Cap the elbows. 3. Follow good construction practices with 18 inches of soil removed, the remaining soil compacted, and the hole filled and compacted with ¾-inch minus gravel. 4. The flat pad is set at three inches above the final grade. 8. Equipment Bases—Padvaults (Vaults) Padvaults, shown in "Figure 62" on the facing page, are used to support: 44 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- l Switchgear in 600 A applications l Three-phase transformers with four or more conduits on the secondary side of the trans- former l Single- and three-phase equipment in other select non-typical 200 A applications A padvault is a two-part concrete box consisting of a pad and an open vault. Padvaults are used with closed conduit designs. When the vault is delivered, ensure that the eufer ground connections are visible and that the lid is level. Otherwise, the Power Company may reject the vault. Fi gure 62 Figure 62—Typical Padvault 8.1. Padvaults The drawings and pictures in this section represent typical installations."Figure 63" below shows properly installed equipment on padvaults. Fi gure 63 Figure 63—Switchgear and Three-Phase Transformer on a Padvault 8.2. Dimensions The Power Company will provide the stock item number and dimensions with the job estimate. 8.3. Excavation Padvaults are designed to be set such that the top of the pad is three inches above the final grade in non-pedestrian areas and flush with the final grade in pedestrian areas. Padvaults should be level and supported by six inches of ¾-inch-minus gravel backfill, compacted to 90% of dry density, placed over undisturbed earth. Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 45 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 64 Figure 64—Excavation – Padvault 8.4. Installation and Conduit Placement Padvault and conduit installation is shown in "Figure 65" below through "Figure 67" on the facing page. Note that the number of conduits may vary depending on the infrastructure design. 8.4.1. Padvault Lids The top of the padvault lid must be three inches above final grade, unless installed in a traffic area, where it must be flush with grade. When the lid extends past the back wall of the vault, backfill of ¾″-minus material must be compacted so as to support the overhanging lid. All openings in the vault lid must be covered or barricaded to prevent accidents. Fi gure 65 Figure 65—Padvault Lid 46 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- 8.4.2. Padvault Elevation Fi gure 66 Figure 66—Padvault Not Set at the Proper Elevation 8.4.3. Padvault Conduits The conduit must either end with a TERM-A-DUCT seal or be grouted. Fi gure 67 Figure 67—Conduit Entering the Padvault Fi gure 68 Figure 68—TERM-A-DUCT Used for Conduit Entering the Padvault Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 47 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Fi gure 69 Figure 69—Grout Used for Conduit Entering the Padvault 8.5. Power Company / Padvault Clarification The Power Company will not install padvaults. 9. Equipment—Secondary Boxes Secondary boxes are comprised of a base and a pedestal, as shown below, and are used to provide service to multiple customers (typically homes). Secondary boxes should be installed on compacted soil, and the base should be 3″–6″ above final grade. The Power Company does not allow customers to install secondary boxes. Fi gure 70 Figure 70—Installed Secondary Box with Pedestal 9.1. Secondary Box The drawings and pictures in this section represent typical installations. The left-hand picture in "Figure 71" on the facing page shows a properly installed secondary box. 48 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- Fi gure 71 Figure 71—Secondary Boxes 9.2. Dimensions Fi gure 72 Figure 72—Secondary Box Base Dimensions 9.3. Excavation Notes Excavate the secondary box hole to at least 29″ below the final grade plus the size of the largest conduit . Fi gure 73 Figure 73—Excavation Dimensions – Secondary Box Policy 242—Underground Conduit Systems for Primary and Secondary Conductors Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. 49 ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 9.4. Conduit Placement The conduit is installed as shown in "Figure 74" below. Note that the number of conduits may vary depending on the infrastructure design. Fi gure 74 Figure 74—Top View/Side View – Secondary Box Notes 1. For each conduit run: 2′ of trench left open 2. 90 degree elbow permanently attached to each conduit run. 50 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplic- ated only in support of Rocky Mountain Power projects. ©2021 by PacifiCorp. ---PAGE BREAK--- Policy 242—Underground Conduit Systems for Primary and Secondary Conductors 47 Printed versions of this policy may be out of date. Please consult the web pages for the most recent version. This document shall be used and duplicated only in support of Rocky Mountain Power pro- jects. ©2021 by PacifiCorp. This page is left blank intentionally. ---PAGE BREAK--- This policy and related documents are posted on the web at: builders-contractors/electric-service-requirements.html Engineering Standards Policy No. 242 Rocky Mountain Power UG CONDUIT SYSTEMS Rev. 28 September 2021