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Home My WebLink About23- Project Specificationsi (MPWSS) – Montana Public Works Standard Specifications PROJECT SPECIFICATIONS STORY MILL ROAD LANDFILL, BOZEMAN, MONTANA 2023 LFG AND LEACHATE / CONDENSATE SYSTEM IMPROVEMENTS REBID BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT 00100 Invitation to Bid 00200 Instructions to Bidders 00300 Bid Form EJCDC C-430 Bid Bond 00500 Agreement Form EJCDC C-610 Performance Bond EJCDC C-615 Payment Bond EJCDC C-700 Standard General Conditions of the Construction Contract 00810 Supplementary Conditions to the General Conditions DIVISION 1 – GENERAL REQUIREMENTS 01010 01029 01030 01041 01050 01052 01095 01300 01310 01410 01500 01570 01620 01630 01700 01710 Summary of Work Measurement and Payment Special Instructions Coordination (MPWSS) Field Engineering Layout of Work and Surveys Definitions and Standards Submittals Construction Work Plan and Schedule Quality Assurance Testing, Quality Control Testing Temporary Facilities and Controls (MPWSS) Traffic Control (MPWSS) Transportation, Handling, and Storage Product Options and Substitutions Contract Close-Out (MPWSS) Final Cleaning Nondiscrimination and Equal Pay Affirmation EJCDC C942 Field Order EJCDC C625 Certificate of Substantial Completion Work Change Directive Change Order Form Order to Contractor to Suspend Work Order to Contractor to Resume Work Montana Prevailing Wage Rates ii (MPWSS) – Montana Public Works Standard Specifications PROJECT SPECIFICATIONS STORY MILL ROAD LANDFILL, BOZEMAN, MONTANA 2023 LFG AND LEACHATE / CONDENSATE SYSTEM IMPROVEMENTS REBID DIVISION 15 – MECHANCIAL AND PLUMBING 15010 15100 15900 General Piping Specifications High Density Polyethylene Piping Pressure Testing of Pipe Structures (MPWSS) Trench Excavation and Backfill for Pipelines and Appurtenant 02221 DIVISION 2 – SITE WORK CITY OF BOZEMAN, MONTANA C A L L F O R B I D S NOTICE IS HEREBY GIVEN that the City of Bozeman, Montana, is accepting sealed bids for: 2023 LFG and Leachate/Condensate System Improvements Rebid The City of Bozeman will receive online electronic sealed Bids for Construction of the 2023 LFG and UST System Improvements Project until 2:00 p.m. (local time) on February 8, 2023, and then publicly opened and read aloud. Project Description: Installation of three Landfill Gas (LFG) wells, providing and installing buried piping for transmission of LFG gas to the existing gas handling system, providing, and installing buried pipeline for transmission of leachate/condensate, and removal of an existing UST as specified in the contract documents. For this project, bids will only be received and accepted via the online electronic bid service through QuestCDN. A contractor may view the contract documents at no cost prior to becoming a Planholder. Project bid documents and addenda must be downloaded from QuestCDN, which will add your company to the Planholder List and allow access to vBid online bidding, for the submittal of your bid. QuestCDN may be located using the link in the left-hand navigation menu on the City of Bozeman’s Bids\RFPs\RFQs page or at www.bozeman.net/QuestCDN. The specific project can be found by referencing the eBidDoc number (eBidDoc #8371550). Plans may be downloaded for a non-refundable charge of $15.00. Bidders will be charged an additional fee of $30.00 to submit a bid electronically. Contact QuestCDN Customer Support at 952-233-1632 or info@questcdn.com for assistance in membership registration, downloading digital project information and vBid online bid submittal. There will be a Pre-Bid Conference at 2:00 p.m. on February 1, 2023. Interested CONTRACTORS are encouraged to attend and should email Cody Flammond at cflammond@bozeman.net for a meeting invitation. CONTRACTOR and any of the CONTRACTOR’S subcontractors bidding or doing work on this project will be required to be registered with the Montana Department of Labor and Industry (DLI). Forms for registration are available from the DLI, PO Box 8011, 1805 Prospect, Helena, Montana 59604-8011. Information on registration can be obtained by calling (406) 444-7734. CONTRACTOR is not required to have registered with the DLI prior to bidding on this project but must have registered prior to execution of the Construction Agreement. All laborers and mechanics employed by CONTRACTOR or subcontractors in performance of the construction work shall be paid wages at rates as may be required by the laws of Gallatin County and the state of Montana. Discrimination in the performance of any agreement awarded under this project on the basis of race, color, religion, creed, sex, age, marital status, national origin, or actual or perceived sexual orientation, gender identity or disability is prohibited. This prohibition shall apply to the hiring and treatment of the awarded entity’s employees and to all subcontracts. INVITATION TO BID Page 1 of 2 As such, each entity submitting under this notice shall include a provision wherein the submitting entity, or entities, affirms in writing it will not discriminate on the basis of race, color, religion, creed, sex, age, marital status, national origin, or because of actual or perceived sexual orientation, gender identity or disability and which also recognizes the eventual contract will contain a provision prohibiting discrimination as described above and that this prohibition on discrimination shall apply to the hiring and treatment of the submitting entity’s employees and to all subcontracts. In addition, pursuant to City Commission Resolution 5169, the entity awarded a contract under this project and any subcontractors must abide by the Equal Pay Act of 1963 and Section 39-3- 104, MCA (the Montana Equal Pay Act), and affirm it will abide by the above and that it has visited the State of Montana Equal Pay for Equal Work “best practices” website, https://equalpay.mt.gov/BestPractices/Employers, or equivalent “best practices publication and has read the material. Each Bid or proposal must be accompanied by a Certified Check, Cashier’s Check, or Bid Bond payable to the City of Bozeman, Montana, in an amount not less than ten percent (10%) of the total amount of the Bid. Successful BIDDERS shall furnish an approved Performance Bond and a Labor and Materials Payment Bond, each in the amount of one hundred percent (100%) of the contract amount. Insurance as required shall be provided by the successful BIDDER(s) and a certificate(s) of that insurance shall be provided. No Bid may be withdrawn after the scheduled time for the public opening of bids. BIDDERS should email Cody Flammond at cflammond@bozeman.net for a meeting invitation to the bid opening. The City of Bozeman reserves the right to reject any or all proposals received, to waive informalities to postpone the award of the contract for a period not to exceed sixty (60) days, and to accept the lowest responsive and responsible bid which is in the best interest of the City of Bozeman. The Contractor is required to be an Equal Opportunity Employer. DATED at Bozeman, Montana, this 12th day of January 2023. Mike Maas, Bozeman City Clerk Published Legal Ad, Bozeman, Montana Sunday, January 22, 2023 Sunday, January 29, 2023 INVITATION TO BID Page 2 of 2 Section 00200 INSTRUCTIONS TO BIDDERS Page 1 of 9 SECTION 00200 INSTRUCTIONS TO BIDDERS 1.BIDS a.The Bid Form included within the Bidding Documents is for reference only. The City of Bozeman will only accept online electronic bids through QuestCDN. Project bid documents and addenda must be downloaded from QuestCDN, which will add your company to the Planholder List and allow access to vBid online bidding, for the submittal of your bid. QuestCDN may be located using the link in the left-hand navigation menu on the City of Bozeman’s Bids\RFPs\RFQs page or at www.bozeman.net/QuestCDN. The specific project can be found by referencing the eBidDoc number provided above. (eBidDoc #8371550) Bid documents are available for download for a non-refundable charge of fifteen dollars ($15). Bidders will be charged an additional fee of thirty dollars ($30) to submit a bid electronically. For electronic bids, scans of required electronic bid documents will be accepted. Bids shall be strictly in accordance with the prescribed form. Any modifications thereof or deviations therefrom may be considered as sufficient cause for rejection. Bids carrying riders or qualifications to the bid being submitted may be rejected as irregular. b.A bid shall be submitted no later than the date and time prescribed and as indicated in the Invitation to Bid and shall be submitted online through QuestCDN. The bid shall include the name and address of the Bidder and shall be accompanied by the Bid Security, Nondiscrimination Affirmation Form, and other required documents. c.Contract Documents may be viewed at the following locations: City of Bozeman 20 East Olive Bozeman, MT 59771 Phone: (406) 582-2200 2.BID SECURITY The Bid must be accompanied by a Bid Security which shall not be less than 10 percent of the amount of the bid. At the option of the Bidder, the security may be in the form of a cashier's check, certified check, bank money order, or bank draft drawn and issued by a national banking association located in the State of Montana or by any banking corporation incorporated under the laws of the State of Montana or Bid Bond (EJCDC C-430) executed by a surety corporation authorized to do business in the State of Montana. No bid will be considered unless it is accompanied by the required guaranty. Cashier's checks, certified checks, bank money orders, or bank drafts must be made payable to the City of Bozeman. The Bid Security shall insure the execution of the Agreement and the furnishing of the surety bond or bonds by the successful Bidder, all as required by the Contract Documents. Should the Bidder fail to furnish the properly executed Performance Bond, Labor and Material Payment Bond, Insurance Certificates, and signed Agreement within the time specified, he/she shall forfeit this Bid Security to the Owner. The Bid Security (negotiable instruments other than bonds) will be returned to un- successful Bidders when the successful Bidder has signed the Agreement and furnished satisfactory Performance and Labor and Material Payment Bonds. At the option of the Owner, bid security with bids that are not competitive may be returned prior to signature of the Agreement. Section 00200 INSTRUCTIONS TO BIDDERS Page 2 of 9 Revised Bids submitted before the opening of bids, if representing an increase in the original bid, must have the Bid Security adjusted accordingly; otherwise, the bid will not be accepted. If the Bidder elects to furnish a Bid Bond, he shall use the Bid Bond form (EJCDC C-430) bound herewith. 3.SUBSTITUTE AND “OR-EQUAL” ITEMS The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or “or-equal” items. Whenever it is indicated in the Bidding Documents that a substitute or “or-equal” item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Effective Date of the Agreement. 4.INTERPRETATIONS AND/OR ADDENDA All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by Addenda emailed to all parties recorded by QuestCDN as having downloaded the Bidding Documents. Questions received less than ten days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. It shall be the responsibility of the Bidder to download such Addenda prior to submitting his online bid. 5.EXAMINATION OF CONTRACT DOCUMENTS AND CONDITIONS OF WORK SITE a.It is the responsibility of each Bidder before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 1.Each Bidder should visit the site of the proposed work and fully acquaint himself with the existing conditions there relating to construction and labor and should fully inform himself as to the facilities involved, and the difficulties and restrictions attending the performance of the Contract. In submitting a bid for this project, the Bidder is thereby acknowledging that he is capable of performing the specified work on the site. The Bidder should thoroughly examine and familiarize himself with the Drawings, Technical Specifications, and all other Contract Documents, and shall verify the accuracy of the estimated quantities in the Bid Proposal. Failure to do so will not relieve the successful Bidder of his obligations to carry out the provisions of this Contract. 2.The submission of a Bid will constitute a representation of familiarization by the Bidder. There will be no subsequent financial adjustment for lack of such familiarization. Section 00200 INSTRUCTIONS TO BIDDERS Page 3 of 9 b.The Contractor may refer to the following for information regarding site conditions: 1.Those reports, if any, of explorations and tests of subsurface conditions at the site which have been prepared by the Owner and are included as part of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such reports but not upon the completeness thereof for the purposes of bidding or construction. 2.Those drawings of physical conditions in or relating to the existing surface and subsurface conditions which are at or contiguous to the site (except Underground Facilities) which have been utilized by Engineer in preparation of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction. c.Information and data reflected in the Contract Documents with respect to 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 or others, and Owner does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Special Provisions. d.Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 4.02 and 4.03 of the General Conditions. e.Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price and other items and conditions of the Contract Documents. f.On request in advance, Owner will provide each Bidder access to the site to conduct such explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations. g.The lands upon which the Work is to be performed, rights-of-way and easements for access thereto are designated for use by Contractor in performing the Work. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. h.The submission of a Bid will constitute representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are Section 00200 INSTRUCTIONS TO BIDDERS Page 4 of 9 sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 6.TIME FOR RECEIVING BIDS Bids received prior to the advertised time of opening will be securely kept sealed. The officer whose duty it is to open them will decide when the specified time has arrived, and no bid received thereafter will be considered. 7.OPENING OF BIDS At the time for the opening of bids, the Owner will cause to be opened and publicly read aloud every bid received within the time set for receiving Bids, irrespective of any irregularities therein, except bids that do not contain either the bid bond or non-discrimination affirmation, which will not be read. Bidders and other persons properly interested may be present, in person or by representative. BIDDERS must email Cody Flammond at cflammond@bozeman.net for a meeting invitation to the bid opening. 8.WITHDRAWAL OF BIDS Bids may be withdrawn at any time prior to the scheduled closing time for the receipt of bids if through written confirmation or in person. The Bid Security of any Bidder withdrawing his bid in accordance with the foregoing conditions shall be returned promptly. No bids shall be withdrawn for a period of 60 days after the scheduled closing time for receipt of bids. 9.METHOD OF AWARD a.Award of the contract shall be to the lowest “responsible” Bidder whose total base bid (if within the funds available) is the lowest “responsible” bid for the work. b.If such lowest bid exceeds the budget, the Owner may reject all bids. c.The Owner reserves the right to reject any or all bids or to waive any irregularity or informality in any bid received. The Owner reserves the right to determine what constitutes material and/or immaterial informalities and/or irregularities. d.The Owner shall award such contract to the lowest “responsible” bidder (18-1-102 MCA). The term “responsible” does not refer to pecuniary ability only, or the ability to tender sufficient performance and payment bonds. The term “responsible” includes, but is not limited to: 1.Having adequate financial resources to perform the contract or the ability to obtain them; 2.Being able to comply with the required delivery, duration, and performance schedule; 3.Having a satisfactory record of integrity and business ethics; Section 00200 INSTRUCTIONS TO BIDDERS Page 5 of 9 4.Having the necessary production, construction, technical equipment, and facilities, and; 5.Having the technical skill, ability, capacity, integrity, performance, experience, lack of claims and disputes, lack of actions on bonds, lack of mediations, arbitrations and/or lawsuits related to construction work or performance, and such like. e.Unless otherwise stated in the Special Provisions, all contracts will be awarded in conformance with the laws of the State of Montana. Pursuant to Section 18-1-102, Montana Code Annotated, the Owner, in awarding public contracts for construction, repair, and public works of all kinds, shall award such contract to the lowest responsible Bidder without regard to residency. However, a resident bidder must be allowed a preference on a contract against the bid of any non-resident bidder from any state or country that enforces a preference for resident bidders. The preference given to resident bidders of this state must be equal to the preference given in the other state or country. f.The Owner may make such investigations as it deems necessary to determine the ability of the Bidder to perform the Work, and the Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any Bid if the evidence submitted by, or investigation of, such Bidder fails to satisfy the Owner that such Bidder is properly qualified and responsible to carry out the obligations of the Agreement and to complete the Work contemplated therein. 10.PRE-AWARD CONFERENCE The Bidder submitting what appears to be the lowest “responsible” bid may be required to meet with the Engineer prior to the award of the contract for the purpose of discussing pertinent details pertaining to the proposed Work. The following points will be considered in particular: a.The Contractor's organization and equipment available for work and the Contractor's proposed sources of materials or installed equipment. b.Contractor's financial status and capability to execute the contract. c.The Contractor's proposed schedule of operations. d.The interpretation of the Specifications. e.The Contractor's proposed wage rates for use on the project. f.Bidder status concerning “responsibility”. g.Approval of subcontractors. h.Unbalanced bids, either in excess or below the reasonable cost analysis value. Should the conference indicate that the Contractor does not appear to be in a position to properly undertake the Work or that he has not properly familiarized himself with the Plans and Specifications, the Owner reserves the right to reject the bid of this Contractor and to consider the next Bidder. Section 00200 INSTRUCTIONS TO BIDDERS Page 6 of 9 11.EXECUTION OF AGREEMENT a.Subsequent to the award and within 10 days after the date of the Notice of Award, the successful Bidder shall execute and deliver to the Owner an Agreement, the Performance Bond, Labor and Material Payment Bond, Insurance Certificates, and an Approval of Subcontractors form in such number of copies as the Owner may require. The standard Agreement form as issued by the Owner shall be used as the contracting instrument. b.The Agreement form shall be signed in longhand by the proper representatives of the contracting firm as follows: 1.The principal of the single-owner firm. 2.A principal of the partnership firm. 3.An officer of the incorporated firm, or an agent whose signature is accompanied by a certified copy of the resolution of the Board of Directors authorizing the agent to sign. 4.Other persons signing for a single-owner firm or a partnership shall attach a Power of Attorney evidencing his authority to sign for that firm. c.The Owner within 30 days of receipt of acceptable Performance Bond, Labor and Material Payment Bond, required Insurance Certificates, and Agreement signed by the party to whom the Agreement was awarded shall sign the Agreement and return to such party an executed duplicate of the Agreement. Should the Owner not execute the Agreement within such period, the Bidder may by written notice withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the Owner. 12.PERFORMANCE, LABOR AND MATERIAL PAYMENT BONDS AND INSURANCE a.The Owner will require the successful Contractor to furnish a Performance Bond (EJCDC C-610) in the amount of 100 percent of the contract price as security for the faithful performance of his Contract. b.The Owner will require the successful Contractor to furnish a Labor and Material Payment Bond (EJCDC C-615) in the amount of 100 percent of the contract price as security for the payment of all persons performing labor and furnishing materials in connection therewith. c.The bonds will be signed by the Attorney-in-fact and countersigned by a Montana Resident Agent. d.Prior to beginning work, Insurance Certificates as proof of insurance coverage shall be filed with the Owner. The specifications for the Workers' Compensation, Commercial General Liability, Separate Owner's and Contractor's Protective Policy, and other related insurance are listed in these Contract Documents. Section 00200 INSTRUCTIONS TO BIDDERS Page 7 of 9 13.POWER OF ATTORNEY a.Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their Power of Attorney. b.One original shall be furnished with each set of bonds. c.Additional copies furnished with a set of bonds may be copies of that original. 14.LABOR AND WAGES a.For public projects in excess of $25,000 let, the Contractor(s) shall pay the standard prevailing rate of wages, including fringe benefits for health and welfare and pension contributions and travel allowance provisions in effect and applicable in the county or locality in which the work is being performed (18-2-403, Montana Code Annotated). b.On any state construction project funded by state or federal funds, except a project partially funded with federal aid money from the United States Department of Transportation or when residency preference laws are specifically prohibited by federal law and to which the state is a signatory to the construction contract, each Contractor shall ensure that at least 50 percent of the Contractor’s workers performing labor on the project are bona fide Montana residents, as defined in 18-2-401, (18-2-409, MCA). c.Montana Prevailing Wage Rates. The Montana Commissioner of Labor and Industry has established the standard prevailing rate of wages in accordance with 18-2-401 and 18-2-402, Montana Code Annotated. A copy of the wage rates is bound herein. It is the Contractor’s responsibility to classify their workers in accordance with the craft of trade to be performed and pay the appropriate established prevailing wage rate. d.The Contractor shall classify all workers on the project in accordance with the Department of Labor Wage Rate Determinations. In the event the Contractor is unable to classify a worker in accordance with these rates, the Contractor shall contact the Department of Labor and Industry, Labor Standards Bureau, Wage and Hour Unit, Helena, Montana 59604, for a determination of the prevailing wage rate to be paid that particular worker. e.Should the prevailing rate of wages change during the life of the contract, the wage rates included in the Contract Documents at the time of the bid opening shall be the prevailing wage rate for the life of the contract. f.Section 18-2-406, Montana Code Annotated, provides that Contractors, subcontractors, and employers who are performing services under public works contracts as provided in this part shall post in a prominent and accessible site on the project or work area, not later than the first day of work, a legible statement of all wages and fringe benefits to be paid to employees on such site or work area. g.Travel allowance, if applicable, may or may not be all-inclusive of "travel" and/or subsistence and travel time due employees. It is incumbent on the employer to determine the amounts due for each craft employed according to the method of computation outlined for each craft where applicable. Section 00200 INSTRUCTIONS TO BIDDERS Page 8 of 9 h.Any notice of infraction of the labor laws of the State of Montana received by the Owner or Engineer will be forwarded to the State of Montana, Department of Labor and Industry, Wage and Hour Unit, Helena, Montana. i.Safety Training. Contractor shall comply with the Occupational Safety and Health Act (OSHA). 15.EQUAL EMPLOYMENT OPPORTUNITY Attention of Bidders is particularly called to the requirement for ensuring that employees and applicants for employment are not discriminated against because of their race, color, religion, national origin, sex, marital status, age, or political ideas. The Owner is an equal opportunity employer. 16.MONTANA CONTRACTOR'S TAX (GROSS RECEIPTS TAX) All Bidders are reminded that a Gross Receipts Tax in the amount of 1 percent of the total bid will be withheld from all payments, for projects over $5,000.00, due to Contractor pursuant to Section 15-50-205, MCA. 17.PAYROLLS AND BASIC RECORDS Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work, or in the development of the project. Such records will contain the name and address of each employee, his correct classification, rates of pay, daily and weekly number of hours worked, deductions made, and actual wages paid. In addition, the Contractor will submit weekly a copy of all payrolls to the Owner and Engineer. The copy shall be accompanied by a certification signed by the employer or his agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the Montana Department of Labor and Industry, and that the classifications set forth for each laborer or mechanic conform with the work he performed. The prime Contractor will make the record required under the labor standards clause of the Contract available for inspection by authorized representatives of the Owner and the Montana Department of Labor and Industry and will permit such representatives to interview employees during working hours on the job. Payroll reports and certificates of compliance shall be submitted to the Owner and Engineer prior to or with each Payment Request. The copies sent to the Owner and Engineer are for archive purposes only, because neither the Owner or Engineer are trained in the interpretation of payroll reports, and thus will rely on the Contractor’s certification that all employees are being classified and paid appropriately. 18.MAINTENANCE OF RECORDS Contractor shall maintain all required records for three years after the Owner makes final payment and all other pending matters are closed. Section 00200 INSTRUCTIONS TO BIDDERS Page 9 of 9 19.NOTICE TO PROCEED The Notice to Proceed will normally be issued within 30 days of the execution of the Agreement by the Owner. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be extended by mutual written agreement between the Owner and Contractor. 20.CONTRACT TIME The Contract Time will be as set forth in the Special Provisions. 21.LIQUIDATED DAMAGES Liquidated damages will be as set forth in the Special Provisions. 22.MONTANA CONTRACTOR’S REGISTRATION Each bidder will be required to be registered with the State of Montana, Department of Labor and Industry prior to execution of the contract. Attachment A NONDISCRIMINATION AND EQUAL PAY AFFIRMATION ____________________________________(name of entity submitting) hereby affirms it will not discriminate on the basis of race, color, religion, creed, sex, age, marital status, national origin, or because of actual or perceived sexual orientation, gender identity or disability and acknowledges and understands the eventual contract will contain a provision prohibiting discrimination as described above and this prohibition on discrimination shall apply to the hiring and treatments or proposer’s employees and to all subcontracts. In addition, ____________________________________(name of entity submitting) hereby affirms it will abide by the Equal Pay Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act), and has visited the State of Montana Equal Pay for Equal Work “best practices” website, https://equalpay.mt.gov/BestPractices/Employers, or equivalent “best practices publication and has read the material. ______________________________________ Name and title of person authorized to sign on behalf of submitter Work Change Directive No. _____ Date of Issuance: _____________________ Effective Date: _____________________ Project: Owner: City of Bozeman Owner’s Contract #: Contract: Date of Contract: Contractor: Engineer’s Project #: You are directed to proceed promptly with the following change(s): Item No. Description Attachments (list documents supporting change): Purpose for Work Change Directive: Authorization for Work described herein to proceed on the basis of Cost of the Work due to: Nonagreement on pricing of proposed change. Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. Other: Estimated change in Contract Price and Contract Times: Contract Price $___________________ (increase/decrease) Contract Time ___________(increase/decrease) If the change involves an increase, the estimated amounts are not to be exceeded without further authorization. Recommended for Approval by Engineer: Date: Authorized by Owner: Date: Accepted for Contractor by: Date: Approved by Funding Agency (if applicable): Date: Page 1 of 2 O:\A-G\Bozeman City of\114-710326H - 2022-2023 GW & METHANE BOZ LF\05-Deliverables\Draft\LFG_UST pipelines\specs\16-COB Change Order Form.doc CHANGE ORDER No. DATE OF ISSUANCE EFFECTIVE DATE OWNER CONTRACTOR Contract: Project: OWNER's Contract No. ENGINEER ENGINEER's Contract No. You are directed to make the following changes in the Contract Documents: Description: Reason for Change Order: Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price $ Original Contract Times: Substantial Completion: Ready for final payment: (days or dates) Net Increase (Decrease) from previous Change Orders No. to : $ Net change from previous Change Orders No. to No. : Substantial Completion: Ready for final payment: (days) Contract Price prior to this Change Order: $ Contract Times prior to this Change Order: Substantial Completion: Ready for final payment: (days or dates) Net increase (decrease) of this Change Order: $ Net increase (decrease) this Change Order: Substantial Completion: Ready for final payment: (days) Contract Price with all approved Change Orders: $ Contract Times with all approved Change Orders: Substantial Completion: Ready for final payment: (days or dates) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items, except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further, that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the contract and that the work quantities and value were properly determined and are correct. CONTRACTOR (Authorized Signature) Date RECOMMENDED BY: APPROVED BY: (ENGINEER - Signature) Date OWNER (Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. Page 2 of 2 O:\A-G\Bozeman City of\114-710326H - 2022-2023 GW & METHANE BOZ LF\05-Deliverables\Draft\LFG_UST pipelines\specs\16-COB Change Order Form.doc CHANGE ORDER INSTRUCTIONS A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times. Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes. If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order should be used. B. COMPLETING THE CHANGE ORDER FORM Engineer normally initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor, or requests from Owner, or both. Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for approval, depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement for a previously performed change. After approval by one contracting party, all copies should be sent to the other party for approval. Engineer should make distribution of executed copies after approval by both parties. If a change only applies to price or to times, cross out the part of the tabulation that does not apply. Order to Contractor to Suspend Work – Page 1 of 1 O:\A-G\Bozeman City of\114-710326H - 2022-2023 GW & METHANE BOZ LF\05-Deliverables\Draft\LFG_UST pipelines\specs\17- suspend_wrk.doc 11/9/22 ORDER TO CONTRACTOR TO SUSPEND WORK Federal/State Project Number Suspend Work Order No. DATE: City of Bozeman Project Number TO: PROJECT AND LOCATION OWNER: By reason of which renders it impracticable for you to secure specified results on the work required by your contract, you are hereby directed to suspend work (minor operations excepted), at the close of work on . You will resume major operations only when authorized to do so in writing by a Resume Work Order. Under the terms of your contract for the above subject project, Contract Time will (will not) continue to be charged during the period work is suspended. (See General Conditions, Articles 12 and 15 and applicable Supplementary Conditions). calendar days are allowed to complete this project and calendar days have been allowed for approved extra and/or additional work. At the close of work on the date specified above, of the calendar days have been used and there remain calendar days in which to complete the contract. Please sign all five copies in the space provided and return them to this office. One approved copy will be returned for your files. CONTRACTOR OWNER Receipt Acknowledged, Date: BY: BY: TITLE: TITLE: Address for Correspondence: Order to Contractor to Resume Work – Page 1 of 1 ORDER TO CONTRACTOR TO RESUME WORK Federal/State Project Number Resume Work Order No. DATE: City of Bozeman Project Number TO: PROJECT AND LOCATION OWNER: The Suspend Work Order, dated , directed you to suspend work on your contract, for the reasons and conditions described therein. Conditions are now favorable to the continuation of the work, you are hereby directed to resume major operations on this project effective . Under the terms of your contract for this project, Contract Time was (was not) charged during the period work was suspended. At the close of work on the date specified in the last Suspend Work Order, of the calendar days Contract Time had been used. calendar days were charged during the period work was suspended, therefore, on the date this resume work order is effective, calendar days of Contract Time remain. The (revised) contract completion date is 20 . Please sign all five copies in the space provided and return them to this office. One approved copy will be returned for your file. CONTRACTOR OWNER Receipt Acknowledged, Date: BY: BY: TITLE: TITLE: Address for Correspondence: MONTANA PREVAILING WAGE RATES FOR HEAVY CONSTRUCTION SERVICES 2022 Effective: January 1, 2022 Greg Gianforte, Governor State of Montana Laurie Esau, Commissioner Department of Labor & Industry To obtain copies of prevailing wage rate schedules, or for information relating to public works projects and payment of prevailing wage rates, visit ERD at erd.dli.mt.gov/labor-standards or contact: Employment Relations Division Montana Department of Labor and Industry P. O. Box 8011 Helena, MT 59620-1503 Phone 406-444-6543 The department welcomes questions, comments, and suggestions from the public. In addition, we’ll do our best to provide information in an accessible format, upon request, in compliance with the Americans with Disabilities Act. MONTANA PREVAILING WAGE REQUIREMENTS The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-401 and 18-2-402 of the Montana Code Annotated (MCA), has determined the standard prevailing rate of wages for the occupations listed in this publication. The wages specified herein control the prevailing rate of wages for the purposes of Section 18-2-401, et seq., MCA. It is required each employer pay (as a minimum) the rate of wages, including fringe benefits, travel allowance, zone pay and per diem applicable to the district in which the work is being performed as provided in the attached wage determinations. All Montana Prevailing Wage Rates are available on the internet at erd.dli.mt.gov/labor-standards or by contacting the department at (406) 444-6543. In addition, this publication provides general information concerning compliance with Montana’s Prevailing Wage Law and the payment of prevailing wages. For detailed compliance information relating to public works contracts and payment of prevailing wage rates, please consult the regulations on the internet at erd.dli.mt.gov/labor-standards or contact the department at (406) 444-6543. LAURIE ESAU Commissioner Department of Labor and Industry State of Montana 2 TABLE OF CONTENTS MONTANA PREVAILING WAGE REQUIREMENTS: WAGE RATES: A.Date of Publication ……………………………………………………………………………………………………………………………………………….……. 3 B.Definition of Heavy Construction …………………………………………………………………………………………………………………..…............. 3 C.Definition of Public Works Contract ………………………………………………………………………………………………………………………….... 3 D.Prevailing Wage Schedule ……………………………………………………………………………………………………………………………….………… 3 E.Rates to Use for Projects ………………………………………………………………………………………………………………………………..…………… 3 F.Wage Rate Adjustments for Multiyear Contracts ……………………………………………………………………………………………….………… 3 G.Fringe Benefits ……………………………………………………………………………………………………………………………………………………………. 4 H.Dispatch City ………………………………………………………………………………………………………………………………………………………….……. 4 I.Zone Pay …………………………………………………………………………………………………………………………………………………………………….. 4 J.Computing Travel Benefits ……………………………………………………………………………………………………………….………………………… 4 K.Per Diem …………………………………………………………………………………………………………………………………………………………………….. 4 L.Apprentices ………………………………………………………………………………………………………………………………………..……………………….. 4 M.Posting Notice of Prevailing Wages ……………………………………………………………………………………………………………………………. 5 N.Employment Preference …………………………………………………………………………………………………………….…………………………....... 5 O.Projects of a Mixed Nature ............................................................................................................................................................ 5 P.Occupations Definitions Website ................................................................................................................................................... 5 Q.Welder Rates ……………………………………………………………………………………………………………………………………………………………. 5 R.Foreman Rates …………………………………………………………………………………………………………………………………………………..……. 5 S Proper Classification for Pipefitter and Laborer/Pipelayer Work on Water and Waste Water Treatment Plants ……………..… 5 BOILERMAKERS ……………………………………………………………………………………………………………………………………………..………………….. 6 BRICK, BLOCK, AND STONE MASONS ……………………………………………………………………………………….......................................... 6 CARPENTERS …………………………………………………………………………………………………………………………………………………………………….. 6 CEMENT MASONS AND CONCRETE FINISHERS …………………………………………………………………………………………………………… 6 CONSTRUCTION EQUIPMENT OPERATORS OPERATORS GROUP 1 ………………………………………………………………………………………………………….............................................. 7 OPERATORS GROUP 2 ………………………………………………………………………………………………………………………………………………….. 7 OPERATORS GROUP 3 ………………………………………………………………………………………………………………………………………………….. 8 OPERATORS GROUP 4 ………………………………………………………………………………………………………………………………………………….. 8 OPERATORS GROUP 5 ………………………………………………………………………………………………………………………………………………….. 8 OPERATORS GROUP 6 ………………………………………………………………………………………………………………………………………………….. 8 OPERATORS GROUP 7 ………………………………………………………………………………………………………………………………………………….. 9 CONSTRUCTION LABORERS LABORERS GROUP 1 ………………………………………………………………………………………………………………………………………………….. 9 LABORERS GROUP 2 ………………………………………………………………………………………………………………………………………………….. 9 LABORERS GROUP 3 ………………………………………………………………………………………………………………………………………………….. 10 LABORERS GROUP 4 ………………………………………………………………………………………………………………………………………………….. 10 DIVERS ………………………………………………………………………………………………………………………………………………………………………………. 10 DIVER TENDERS ……………………………………………………………………………………………………………………………………………………………….. 11 ELECTRICIANS …………………………………………......................................................................................................................................... 11 INSULATION WORKERS - MECHANICAL (HEAT AND FROST) ………………………………………………………………............................ 11 IRONWORKERS - STRUCTURAL STEEL AND REBAR PLACERS …………………………………………………………………………………. 12 LINE CONSTRUCTION EQUIPMENT OPERATORS …………………………………………………………………………………..........…………………………………………………. 12 GROUNDMAN ………………………………………………………………………………………………...........……………………………………………………….. 12 LINEMAN ……………………………………………………………………………………………...........………………………………………………………………….. 12 MILLWRIGHTS …………………………………………………………………………………………………………………………………………………………………….. 13 PAINTERS ……………………………………………………………………………..............….......................................................................................... 13 PILE BUCKS ……………………………………………………………………………………………………………………………………………………………………….. 13 PLUMBERS, PIPEFITTERS, AND STEAMFITTERS …………………………………………………………………………………………………………… 13 SPRINKLERFITTERS …………………………………………………………………………………………………………………............................................... 14 TRUCK DRIVERS ..................................................................................................................................................................................... 15 3 A. Date of Publication January 1 2022 B. Definition of Heavy Construction The Administrative Rules of Montana (ARM), 24.17.501(4) – (4)(a), states “Heavy construction projects include, but are not limited to, those projects that are not properly classified as either ‘building construction’, or ‘highway construction.’ Heavy construction projects include, but are not limited to, antenna towers, bridges (major bridges designed for commercial navigation), breakwaters, caissons (other than building or highway), canals, channels, channel cut-offs, chemical complexes or facilities (other than buildings), cofferdams, coke ovens, dams, demolition (not incidental to construction), dikes, docks, drainage projects, dredging projects, electrification projects (outdoor), fish hatcheries, flood control projects, industrial incinerators (other than building), irrigation projects, jetties, kilns, land drainage (not incidental to other construction), land leveling (not incidental to other construction), land reclamation, levees, locks and waterways, oil refineries (other than buildings), pipe lines, ponds, pumping stations (prefabricated drop-in units – not buildings), railroad construction, reservoirs, revetments, sewage collection and disposal lines, sewers (sanitary, storm, etc.), shoreline maintenance, ski tows, storage tanks, swimming pools (outdoor), subways (other than buildings), tipples, tunnels, unsheltered piers and wharves, viaducts (other than highway), water mains, waterway construction, water supply lines (not incidental to building), water and sewage treatment plants (other than buildings) and wells.” C. Definition of Public Works Contract Section 18-2-401(11)(a), MCA defines “public works contract” as “…a contract for construction services let by the state, county, municipality, school district, or political subdivision or for nonconstruction services let by the state, county, municipality, or political subdivision in which the total cost of the contract is in excess of $25,000...”. D. Prevailing Wage Schedule This publication covers only Heavy Construction occupations and rates in the specific localities mentioned herein. These rates will remain in effect until superseded by a more current publication. Current prevailing wage rate schedules for Building Construction, Highway Construction and Nonconstruction Services occupations can be found on the internet at https://erd.dli.mt.gov/labor-standards/ or by contacting the department at (406) 444-6543. E. Rates to Use for Projects ARM, 24.17.127(1)(c), states “The wage rates applicable to a particular public works project are those in effect at the time the bid specifications are advertised.” F. Wage Rate Adjustments for Multiyear Contracts Section 18-2-417, MCA states: “(1) Any public works contract that by the terms of the original contract calls for more than 30 months to fully perform must include a provision to adjust, as provided in subsection (2), the standard prevailing rate of wages to be paid to the workers performing the contract. (2) The standard prevailing rate of wages paid to workers under a contract subject to this section must be adjusted 12 months after the date of the award of the public works contract. The amount of the adjustment must be a 3% increase. The adjustment must be made and applied every 12 months for the term of the contract. (3) Any increase in the standard rate of prevailing wages for workers under this section is the sole responsibility of the contractor and any subcontractors and not the contracting agency.” 4 G. Fringe Benefits Section 18-2-412, MCA states: “(1) To fulfill the obligation...a contractor or subcontractor may: (a) pay the amount of fringe benefits and the basic hourly rate of pay that is part of the standard prevailing rate of wages directly to the worker or employee in cash; (b) make an irrevocable contribution to a trustee or a third person pursuant to a fringe benefit fund, plan, or program that meets the requirements of the Employee Retirement Income Security Act of 1974 or that is a bona fide program approved by the U. S. department of labor; or (c) make payments using any combination of methods set forth in subsections (1)(a) and (1)(b) so that the aggregate of payments and contributions is not less than the standard prevailing rate of wages, including fringe benefits and travel allowances, applicable to the district for the particular type of work being performed. (2) The fringe benefit fund, plan, or program described in subsection (1)(b) must provide benefits to workers or employees for health care, pensions on retirement or death, life insurance, disability and sickness insurance, or bona fide programs that meet the requirements of the Employee Retirement Income Security Act of 1974 or that are approved by the U. S. department of labor.” Fringe benefits are paid for all hours worked (straight time and overtime hours). However, fringe benefits are not to be considered a part of the hourly rate of pay for calculating overtime, unless there is a collectively bargained agreement in effect that specifies otherwise. H. Dispatch City ARM, 24.17.103(11), defines dispatch city as “...the courthouse in the city from the following list which is closest to the center of the job: Billings, Bozeman, Butte, Great Falls, Helena, Kalispell, Miles City, Missoula and Sidney.” I. Zone Pay Zone pay is not travel pay. ARM, 24.17.103(24), defines zone pay as “...an amount added to the base pay; the combined sum then becomes the new base wage rate to be paid for all hours worked on the project. Zone pay must be determined by measuring the road miles one way over the shortest practical maintained route from the dispatch city to the center of the job.” See section H above for a list of dispatch cities. J. Computing Travel Benefits ARM, 24.17.103(22), states “ ‘Travel pay,’ also referred to as ‘travel allowance,’ is and must be paid for travel both to and from the job site, except those with special provisions listed under the classification. The rate is determined by measuring the road miles one direction over the shortest practical maintained route from the dispatch city or the employee's home, whichever is closer, to the center of the job.” See section H above for a list of dispatch cities. K. Per Diem ARM, 24.17.103(18), states “ ‘Per diem’ typically covers costs associated with board and lodging expenses. Per diem is paid when an employee is required to work at a location outside the daily commuting distance and is required to stay at that location overnight or longer.” L. Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those programs. Additionally, Section 18-2-416(2), MCA states, “…The full amount of any applicable fringe benefits must be paid to the apprentice while the apprentice is working on the public works contract.” Apprentices not registered in approved federal or state apprenticeship programs will be paid the appropriate journey level prevailing wage rate when working on a public works contract. 5 M. Posting Notice of Prevailing Wages Section 18-2-406, MCA, provides that contractors, subcontractors, and employers who are “…performing work or providing construction services under public works contracts, as provided in this part, shall post in a prominent and accessible site on the project or staging area, not later than the first day of work and continuing for the entire duration of the project, a legible statement of all wages and fringe benefits to be paid to the employees.” N. Employment Preference Sections 18-2-403 and 18-2-409, MCA require contractors to give preference to the employment of bona fide Montana residents in the performance of work on public works contracts. O.Projects of a Mixed Nature Section 18-2-408, MCA states: “(1) The contracting agency shall determine, based on the preponderance of labor hours to be worked, whether the public works construction services project is classified as a highway construction project, a heavy construction project, or a building construction project. (2) Once the project has been classified, employees in each trade classification who are working on that project must be paid at the rate for that project classification” P.Occupations Definitions You can find definitions for these occupations on the following Bureau of Labor Statistics website: https://erd.dli.mt.gov/labor-standards/state-prevailing-wage-rates/building-construction-occupations Q.Welder Rates Welders receive the rate prescribed for the craft performing an operation to which welding is incidental. R.Foreman Rates Rates are no longer set for foremen. However, if a foreman performs journey level work, the foreman must be paid at least the journey level rate. S. Proper Classification for Pipefitter and Laborer/Pipelayer Work on Water and Waste Water Treatment Plants The proper classification for the following work is Pipefitter, when it is performed inside a building structure or performed at a location which will later be inside of a building: Joining steel pipe larger than 12 inches in diameter with bolted flange connections that has been pre-fabricated off site and does not require any modification such as cutting, grinding, welding, or other fabrication in order to be installed. All other work previously classified as pipefitter remains in that classification. The proper classification for that work when it is at a location that will always be outside a building is Pipelayer, which is under the Laborer Group 3 classification. 6 WAGE RATES BOILERMAKERS Wage Benefit $34.12 $31.68 Duties Include: Construct, assemble, maintain, and repair stationary steam boilers, boiler house auxiliaries, process vessels, pressure vessels and penstocks. Bulk storage tanks and bolted steel tanks. Travel: All Districts 0-120 mi. free zone >120 mi. federal mileage rate/mi. Special Provision: Travel is paid only at the beginning and end of the job. Per Diem: All Districts 0-70 mi. free zone >70-120 mi. $65.00/day >120 mi. $80.00/day ↑ Back to Table of Contents BRICK, BLOCK, AND STONE MASONS Wage Benefit $35.95 $18.52 Travel: 0-20 mi. free zone >20-35 mi. $30.00/day >35-55 mi. $35.00/day >55 mi. $78.00/day ↑ Back to Table of Contents CARPENTERS Wage Benefit $32.75 $13.82 Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $4.00/hr. >60 mi. base pay + $6.00/hr. ↑ Back to Table of Contents CEMENT MASONS AND CONCRETE FINISHERS Wage Benefit $22.85 $12.85 Duties Include: Smooth and finish surfaces of poured concrete, such as floors, walks, sidewalks, or curbs. Align forms for sidewalks, curbs, or gutters. Rates for rebar workers can be found under the Ironworkers classification. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $2.95/hr. >60 mi. base pay + $4.75/hr. ↑ Back to Table of Contents 7 CONSTRUCTION EQUIPMENT OPERATORS GROUP 1 Wage Benefit $28.21 $13.65 This group includes but is not limited to: Air Compressor; Auto Fine Grader; Belt Finishing; Boring Machine (Small) 12 inch and under; Cement Silo; Crane, A- Frame Truck Crane; Crusher Conveyor; DW-10, 15, and 20 Tractor Roller; Farm Tractor; Forklift; Form Grader; Front- End Loader, under 1 cu. yd; Oiler, Heavy Duty Drills; Herman Nelson Heater; Mucking Machine; Oiler, All Except Cranes/Shovels; Pumpman. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.50/hr. >60 mi. base pay + $5.50/hr. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 2 Wage Benefit $30.04 $13.65 This group includes but is not limited to: Air Doctor; Backhoe\Excavator\Shovel, up to and incl. 3 cu. yds; Bit Grinder; Bitunimous Paving Travel Plant; Boring Machine, Large; Broom, Self-Propelled; Concrete Travel Batcher; Concrete Float & Spreader; Concrete Bucket Dispatcher; Concrete Finish Machine; Concrete Conveyor; Distributor; Dozer, Rubber-Tired, Push, & Side Boom; Elevating Grader\Gradall; Field Equipment Serviceman; Front-End Loader, 1 cu. yd up to and incl. 5 cu. yds; Grade Setter; Heavy Duty Drills, All Types; Hoist\Tugger, All; Hydralift Forklifts & Similar; Industrial Locomotive; Motor Patrol (except finish); Mountain Skidder; Oiler, Cranes\Shovels; Pavement Breaker, EMSCO; Power Saw, Self-Propelled; Pugmill; Pumpcrete\Grout Machine; Punch Truck; Roller, other than Asphalt; Roller, Sheepsfoot (Self- Propelled); Roller, 25 tons and over; Ross Carrier; Rotomill, under 6 ft; Trenching Machine; Washing /Screening Plant Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.50/hr. >60 mi. base pay + $5.50/hr. ↑ Back to Table of Contents 8 CONSTRUCTION EQUIPMENT OPERATORS GROUP 3 Wage Benefit $29.75 $13.65 This group includes but is not limited to: Asphalt Paving Machine; Asphalt Screed; Backhoe\Excavator\Shovel, over 3 cu. yds; Cableway Highline; Concrete Batch Plant; Concrete Curing Machine; Concrete Pump; Cranes, Creter; Cranes, Electric Overhead; Cranes, 24 tons and under; Curb Machine\Slip Form Paver; Finish Dozer; Front-End Loader, over 5 cu. yds; Mechanic\Welder; Pioneer Dozer; Roller Asphalt (Breakdown & Finish); Rotomill, over 6 ft; Scraper, Single, Twin, or Pulling Belly-Dump; YO-YO Cat Haul Truck, Articulating Trucks, Vac Truck. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.50/hr. >60 mi. base pay + $5.50/hr. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 4 Wage Benefit $30.75 $13.65 This group includes but is not limited to: Asphalt\Hot Plant Operator; Cranes, 25 tons up to and incl. 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.50/hr. >60 mi. base pay + $5.50/hr. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 5 Wage Benefit $31.75 $13.65 This group includes but is not limited to: Cranes, 45 tons up to and incl. 74 tons. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.50/hr. >60 mi. base pay + $5.50/hr. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 6 Wage Benefit $32.75 $13.65 This group includes but is not limited to: Cranes, 75 tons up to and incl. 149 tons; Cranes, Whirley (All). Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.50/hr. >60 mi. base pay + $5.50/hr. ↑ Back to Table of Contents 9 CONSTRUCTION EQUIPMENT OPERATORS GROUP 7 Wage Benefit $33.75 $13.65 This group includes but is not limited to: Cranes, 150 tons up to and incl. 250 tons; Cranes, over 250 tons—add $1.00 for every 100 tons over 250 tons; Crane, Tower (All); Crane Stiff-Leg or Derrick; Helicopter Hoist. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.50/hr. >60 mi. base pay + $5.50/hr. ↑ Back to Table of Contents CONSTRUCTION LABORERS GROUP 1/FLAG PERSON FOR TRAFFIC CONTROL Wage Benefit $23.08 $11.77 Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.05/hr. >60 mi. base pay + $4.85/hr. ↑ Back to Table of Contents CONSTRUCTION LABORERS GROUP 2 Wage Benefit $25.90 $11.77 This group includes but is not limited to: General Labor; Asbestos Removal; Burning Bar; Bucket Man; Carpenter Tender; Caisson Worker; Cement Mason Tender; Cement Handler (dry); Chuck Tender; Choker Setter; Concrete Worker; Curb Machine-lay Down; Crusher and Batch Worker; Heater Tender; Fence Erector; Landscape Laborer; Landscaper; Lawn Sprinkler Installer; Pipe Wrapper; Pot Tender; Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sign Erection; Guardrail and Jersey Rail; Spike Driver; Stake Jumper; Signalman; Tail Hoseman; Tool Checker and Houseman and Traffic Control Worker. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.05/hr. >60 mi. base pay + $4.85/hr. ↑ Back to Table of Contents 10 CONSTRUCTION LABORERS GROUP 3 Wage Benefit $26.07 $11.77 This group includes but is not limited to: Concrete Vibrator; Dumpman (Grademan); Equipment Handler; Geotextile and Liners; High-Pressure Nozzleman; Jackhammer (Pavement Breaker) Non-Riding Rollers; Pipelayer; Posthole Digger (Power); Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power and Tamper. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.05/hr. >60 mi. base pay + $4.85/hr. ↑ Back to Table of Contents CONSTRUCTION LABORERS GROUP 4 Wage Benefit $26.76 $11.77 This group includes but is not limited to: Hod Carrier***; Water Well Laborer; Blaster; Wagon Driller; Asphalt Raker; Cutting Torch; Grade Setter; High-Scaler; Power Saws (Faller & Concrete); Powderman; Rock & Core Drill; Track or Truck Mounted Wagon Drill and Welder incl. Air Arc Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $3.05/hr. >60 mi. base pay + $4.85/hr. ***Hod Carriers will receive the same amount of travel and/or subsistence pay as bricklayers when requested to travel. ↑ Back to Table of Contents DIVERS Wage Benefit Stand-By $44.98 $17.84 Diving $89.96 $17.84 Depth Pay (Surface Diving) 0-20 ft. free zone >20-100 ft.$2.00 per ft. >100-150 ft.$3.00 per ft. >150-220 ft.$4.00 per ft. >220 ft.$5.00 per ft. Diving In Enclosures 0-25 ft. free zone >25-300 ft.$1.00 per ft. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $4.00/hr. >60 mi. base pay + $6.00/hr. ↑ Back to Table of Contents 11 DIVER TENDERS Wage Benefit $43.98 $17.84 The tender shall receive 2 hours at the straight time pay rate per shift for dressing and/or undressing a Diver when work is done under hyperbaric conditions. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $4.00/hr. >60 mi. base pay + $6.00/hr. ↑ Back to Table of Contents ELECTRICIANS Wage Benefit $35.59 $16.39 Travel: No mileage due when traveling in employer’s vehicle. The following travel allowance is applicable when traveling in employee’s vehicle: 0-08 mi. free zone >08-50 mi. federal mileage rate/mi. in excess of the free zone. >50 mi. $60.57/day ↑ Back to Table of Contents INSULATION WORKERS - MECHANICAL (HEAT AND FROST) Wage Benefit $37.97 $21.87 Duties Include: Insulate pipes, ductwork or other mechanical systems. Travel: 0-30 mi. free zone >30-40 mi. $25.00/day >40-50 mi. $35.00/day >50-60 mi. $45.00/day >60 mi. $60.00/day plus ▪$0.56/mi. if transportation is not provided. ▪$0.20/mi. if in company vehicle. >60 mi. $100.00/day on jobs requiring an overnight stay plus ▪$0.56/mi. if transportation is not provided. ▪$0.20/mi. if in company vehicle. ↑ Back to Table of Contents 12 IRONWORKERS - STRUCTURAL STEEL AND REBAR PLACERS Wage Benefit $29.38 $27.05 Duties Include: Structural steel erection; assemble prefabricated metal buildings; cut, bend, tie, and place rebar; energy producing windmill type towers; metal bleacher seating; handrail fabrication and ornamental steel. Travel: 0-45 mi. free zone >45-60 mi. $45.00/day >60-100 mi. $70.00/day >100 mi. $90.00/day Special Provision: When the employer provides transportation, travel will not be paid. However, when an employee is required to travel over 70 miles one way, the employee may elect to receive the travel pay in lieu of the transportation. ↑ Back to Table of Contents LINE CONSTRUCTION – EQUIPMENT OPERATORS Wage Benefit $36.00 $16.92 Duties Include: All work on substations Travel: No Free Zone $60.00/day ↑ Back to Table of Contents LINE CONSTRUCTION – GROUNDMAN Wage Benefit $29.09 $16.09 Duties Include: All work on substations Travel: No Free Zone $60.00/day ↑ Back to Table of Contents LINE CONSTRUCTION – LINEMAN Wage Benefit $48.65 $18.03 Duties Include: All work on substations Travel: No Free Zone $60.00/day ↑ Back to Table of Contents 13 MILLWRIGHTS Wage Benefit $39.68 $14.27 Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $4.00/hr. >60 mi. base pay + $6.00/hr. ↑ Back to Table of Contents PAINTERS Wage Benefit $25.00 $0.00 Travel: No travel or per diem established. ↑ Back to Table of Contents PILE BUCKS Wage Benefit $32.75 $13.82 Duties Include: Set up crane; set up hammer; weld tips on piles; set leads; insure piles are driven straight with the use of level or plum bob. Give direction to crane operator as to speed, and direction of swing. Cut piles to grade. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $4.00/hr. >60 mi. base pay + $6.00/hr. ↑ Back to Table of Contents PLUMBERS, PIPEFITTERS, AND STEAMFITTERS Wage Benefit $39.98 $20.26 Duties Include: Assemble, install, alter, and repair pipe-lines or pipe systems that carry water, steam, air, other liquids or gases. Testing of piping systems, commissioning and retro- commissioning. Workers in this occupation may also install heating and cooling equipment and mechanical control systems. Travel: 0-70 free zone >70 mi. ▪On jobs when employees do not work consecutive days: $0.55/mi. if employer doesn’t provide transportation. Not to exceed two trips. ▪On jobs when employees work any number of consecutive days: $105.00/day. ↑ Back to Table of Contents 14 SPRINKLER FITTERS Wage Benefit $35.66 $24.29 Duties Include: Duties Include but not limited to any and all fire protection systems: Installation, dismantling, inspection, testing, maintenance, repairs, adjustments, and corrections of all fire protection and fire control systems, including both overhead and underground water mains, all piping, fire hydrants, standpipes, air lines, tanks, and pumps used in connection with sprinkler and alarm systems. Travel All Districts The following travel allowance is applicable when traveling in employee’s vehicle. 0-60 mi. free zone >60-80 mi. $19.00/day >80-100 mi. $29.00/day >100 mi. $105.00/day. Special Provision When traveling >100 miles, mileage at $0.54/mi. + $8.59 for every 15 miles traveled at beginning and end of job. The following travel allowance is applicable when traveling in employer’s vehicle. 0-100 mi. free zone >100 mi. $105.00/day Special Provision When traveling >100 miles, $8.59 for every 15 miles traveled, at beginning and end of job. Per Diem: All Districts No per diem is applicable when traveling in employee’s vehicle The following per diem is applicable when traveling in employer’s vehicle. 0-100 mi. free zone >100 mi. $105.00/day ↑ Back to Table of Contents 15 TRUCK DRIVERS Pilot Car Driver No Rate Established Wage Benefit Truck Driver $31.28 $9.37 Truck drivers include but are not limited to: Combination Truck and Concrete Mixer and Transit Mixer; Dry Batch Trucks; Distributor Driver; Dumpman; Dump Trucks and similar equipment; Dumpster; Flat Trucks; Lumber Carriers; Lowboys; Pickup; Powder Truck Driver; Power Boom; Serviceman; Service Truck/Fuel Truck/Tireperson; Truck Mechanic; Trucks with Power Equipment; Warehouseman, Partsman, Cardex and Warehouse Expeditor; Water Trucks. Zone Pay: All Districts 0-30 mi. free zone >30-60 mi. base pay + $3.05/hr. >60 mi. base pay + .$4.85/hr. Special Provision: Zone pay only applies to the Truck Driver classification. No zone pay was established for Pilot Car Driver. ↑ Back to Table of Contents 1 BID FORM TO: City Clerk P.O. Box 1230 Bozeman, Montana 59771-1230 THE UNDERSIGNED BIDDER, having familiarized himself with the Work required by the Contract Documents, the site(s) where the work is to be performed, local labor conditions and all laws, regulations, municipal ordinances and other factors which may affect the performance of the Work, and having satisfied himself of the expense and difficulties attending performance of the work: HEREBY PROPOSES and agrees, if this bid is accepted, to enter into an Agreement, in the form attached, to perform all Work for the construction of Landfill Gas (LFG) Wells and buried underground piping, and related items including the assumption of all obligations, duties, and responsibilities necessary for the successful completion of the contract and the furnishing of all materials and equipment required to be incorporated in, and form a permanent part of, the work; tools, equipment, supplies, transportation, facilities, labor, superintendence, and services required to perform the Work; Bonds, Insurance and Submittals; all as indicated or specified in the Contract Documents to be performed or furnished by Contractor within the time and for the prices set forth in the following schedules. The undersigned bidder agrees to be bound by this Bid for a period not to exceed that specified in the Invitation to Bid. The undersigned Bidder agrees to furnish the required Bonds and to enter into a contract within fifteen (15)calendar days after Owner's acceptance of this Bid, and further agrees to complete all Work within the time specified per schedule after commencement of the contract time as defined in the General Conditions. The allowed contract time is 90 calendar days. Where multiple schedules are awarded under a single Contract, the Contract times shall run concurrently unless separate notices to proceed are issued for the awarded schedules. Liquidated Damages shall be as specified in Article 2.2 of the Agreement Form. The undersigned Bidder agrees that the unit prices shall govern in checking the Bid, and should a discrepancy exist in the total prices and total amount of Bid as listed above, after extensions are checked and corrections made, if any, the total amount of the Bid as corrected shall be used in awarding the contract. The undersigned Bidder agrees that he has been afforded access to the construction site and has performed those independent site investigations as he deemed necessary. This Bid Form is included for reference only. The City of Bozeman will only accept online electronic bids through QuestCDN. Project bid documents and addenda must be downloaded from QuestCDN, which will add your company to the Planholder List and allow access to vBid online bidding, for the submittal of your bid. Refer to the instructions to bidders for additional information. BID FORM 2023 LFG and LEACHATE/CONDENSATE SYSTEM IMPROVEMENTS REBID CITY OF BOZEMAN BOZEMAN, MONTANA 59771 2 BID FORM The undersigned Bidder hereby certifies the following: A)That this Bid is genuine and is not made in the interest of, or on behalf of, any undisclosed person, firm, or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; B)That he has not directly or indirectly solicited any other Bidder to put in a false or sham Bid; C)That he has not solicited or induced any person, firm, or corporation to refrain from bidding; D)That he has not sought by collusion to obtain for himself any advantage over any other Bidder or over the Owner. E)That he is not currently operating beyond the contract time on any previously awarded public works contract as defined and required by Article 15-50-203, MCA, as amended. The undersigned Bidder(s) either singularly or as a joint venture hereby certifies (certify) pursuant to Article 37-71-203, MCA, that he (they) is (are) duly and regularly licensed. Bidder agrees to perform all the Work described in the following unit prices or lump sums: BID SCHEDULE See the attached Bid Schedule The undersigned Bidder acknowledged receipt of the following Addenda, which have been considered in preparation of this Bid. No. _______________________________ No. _______________________________ No. _______________________________ Dated __________________________ No. _______________________________ Submitted this __________day of ____________________, 2023. SIGNATURE OF BIDDER: Montana Contractor Registration Number ____________________________ Special Fuel User Permit Number ___________________________________ If an individual: __________________________________________________ doing business as ________________________________________________ 3 BID FORM If a Partnership: _________________________________________________ by ______________________________________________________________, partner If a Corporation: _________________________________________________ (a)____________________________________________ Corporation by ____________________________________________________________ Business Address of Bidder: _______________________________________ If Bidder is a joint venture, other party must sign below: Montana License Number and Class If an individual: __________________________________________________ doing business as ________________________________________________ If a Partnership: __________________________________________________ by _____________________________________________________________ Partner _________________________________________________________ If a Corporation: __________________________________________________ (a)_____________________________________________ Corporation By Title __________________________________________________ Seal & Attest CITY OF BOZEMAN LANDFILL LFG AND LEACHATE/CONDENSATE SYSTEM IMPROVEMENTS REBID DRILLING AND FIELD PIPING CONSTRUCTION BID SHEET PAY ITEM DESCRIPTION UNITS APPROX. QTY. UNIT PRICE AMOUNT LFG DRILLING 1 Drill Rig Mobilization/Demobilization LS - 2 LFG Well Vertical Drilling and Completion VF 225 DRILLING TOTAL: FIELD CONSTRUCTION 3 Piping Crew Mobilization/Demobilization LS - 4 8" SDR 17 HDPE LFG Pipe and Fittings LF 880 5 Corrugated 12" HDPE Sleeve LF 20 6 Waste Excavation and Disposal Ton 2 7 Type 2 Pipe Bedding LF 50 8 2" SDR 17 HDPE Drainpipe LF 60 9 8" SDR 17 Leachate/Condensate Drainpipe LF 744 10 48" Diameter Manholes EA 2 FIELD CONSTRUCTION TOTAL: LFG DRILLING TOTAL: FIELD CONSTRUCTION TOTAL: TOTAL BID: TOTAL AMOUNT OF BID: ________________________________ WRITTEN WORDS 825 West Custer Ave. Checked By: LC Helena, MT 59602 Prepared By: SNA Job No. Updated: 01/23 AGREEMENT FORM THIS AGREEMENT is dated as of the day of ________ in the year 2023, by and between CITY OF BOZEMAN, hereinafter called OWNER, and ______________________ hereinafter called CONTRACTOR. OWNER AND CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The project work is generally described as follows: The installation of LFG wells and buried piping for transmission of collected LFG and Leachate / Condensate. The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: LFG & Leachate / Condensate System Improvements Rebid. Article 2. CONTRACT TIME. 2.1 The Work will be completed within 90 days after the date when the contract time commences to run as provided in the General Conditions. Final payment will be withheld until final completion and acceptance of the Work, as stipulated in this Agreement. 2.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence in this Agreement and that OWNER will suffer financial loss if the Work is not substantially complete within the time specified above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by OWNER if the Work is not substantially complete on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER one thousand dollars ($ 1,000.00) for each day that expires after the time specified herein until the Work is substantially complete. Article 3. CONTRACT PRICE. 3.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents the sum (subject to adjustment as provided in the Contract Documents) of _________________________________________________________ ($__________). Article 4. PAYMENT PROCEDURES. CONTRACTOR shall submit applications for payment in accordance with the General Conditions. Applications for payment will be processed as provided in the General Conditions. 4.1 Progress Payments. OWNER will make progress payments monthly on account of the contract price on the basis of CONTRACTOR'S application for payment as recommended by ENGINEER. All progress payments will be on the basis of the progress of the Work measured by the schedule of values provided for in the General Conditions. 4.1.1 The OWNER may retain five (5) percent of the amount due the CONTRACTOR in accordance with the General Conditions and as outlined herein. 4.2 Final Payment. Upon final completion and acceptance of the Work in accordance with the General Conditions, OWNER shall pay the remainder of the contract price as recommended by ENGINEER. Article 5. INTEREST. All monies not paid when due hereunder shall bear interest at the simple rate established by the Federal Cost of Money Rate commencing at the time of a claim. Article 6. CONTRACTOR'S REPRESENTATIONS. In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, locality, and with all local conditions and federal, state and local laws, ordinances, rules and regulations that in any manner may affect cost, progress or performance of the Work. 6.2 CONTRACTOR has studied carefully all reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which were relied upon by ENGINEER in the preparation of the drawings and specifications and which have been identified in the modifications to the General Conditions. 6.3 CONTRACTOR has made or caused to be made examinations, investigations and tests and studies of such reports and related data in addition to those referred to above as he deems necessary for the performance of the Work at the contract price, within the contract time and in accordance with the other terms and conditions of the Contract Documents, and no additional examinations, investigations, tests, reports or similar data are or will be required by CONTRACTOR for such purposes. 6.4 CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.5 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. 6.6 CONTRACTOR hereby affirms it will not discriminate on the basis of race, color, religion, creed, sex, age, marital status, national origin, or because of actual or perceived sexual orientation, gender identity or disability in the performance of work performed for the city of Bozeman. This prohibition shall apply to the hiring and treatment of the CONTRACTOR’S employees and to all subcontracts it enters into in performance of the agreement with the city of Bozeman. Article 7. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR are attached to this Agreement, made a part hereof and consist of the following: 7.1 This Agreement. 7.2 Exhibits to this Agreement (if any). 7.3 Performance Bond, Payment Bond, and Bid Bond. 7.4 Invitation to Bid. 7.5 Instructions to Bidders and Bid Form. 7.6 Certificate(s) of Insurance. 7.7 General Conditions. 7.8 Supplementary Conditions. 7.9 Wage Rates. 7.10 Project Specifications. 7.11 Montana Public Works Specifications, Sixth Edition, and City of Bozeman Modifications to Montana Public Works Standard Specifications Sixth Edition, March 31, 2011 (by reference). 7.12 Addenda listed on the Bid forms. 7.13 CONTRACTOR'S executed Bid forms. 7.14 Documentation submitted by CONTRACTOR prior to Notice of Award. 7.15 Notice of Award. 7.16 Notice to Proceed. 7.17 Any modification, including Change Orders, duly delivered after execution of Agreement. 7.18 Any Notice of Partial Utilization. 7.19 Notice of Substantial Completion. 7.20 Notices of Final Completion and Acceptance. 7.21 Non-discrimination affirmation form. 7.22 Drawings There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be altered, amended, or repealed by a modification (as defined in the General Conditions). Article 8. MISCELLANEOUS. 8.1 Terms used in this Agreement which are defined in the General Conditions shall have the meanings indicated in the General Conditions. 8.2 This Agreement and all of the covenants hereof shall inure to the benefit of and be binding upon the OWNER and the CONTRACTOR respectively and his partners, successors, assigns, and legal representatives. Neither the OWNER nor the CONTRACTOR shall have the right to assign, transfer or sublet his interest or obligations hereunder without written consent of the other party. The OWNER reserves the right to withdraw at any time from any subcontractor where Work has proven unsatisfactory the right to be engaged in or employed upon any part of the Work. 8.3 In the event it becomes necessary for either party to this Agreement to retain an attorney to enforce any of the terms or conditions of this Agreement or to give any notice required herein, then the prevailing party or the party giving notice shall be entitled to reasonable attorney's fees and costs. 8.4 Any amendment of modifications of this Agreement or any provisions herein shall be made in writing and executed in the same manner as this original document and shall after execution become a part of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. (CONTRACTOR) By (SEAL &) (ATTEST) Title (JOINT VENTURE) By (SEAL &) (ATTEST) Title _____________________________ City of Bozeman (OWNER) By _____________________________ (CITY MANAGER) (SEAL &) (ATTEST) _____________________________ APPROVED AS TO FORM: ________________________________ (CITY ATTORNEY) c:\wpdocs\forms\agreefrm.mrg 6.include testing and start-up; and7.be maintained in effect until final payment is made unless otherwiseagreed to in writing by Owner, Contractor, and Engineer with thirtydays written notice to each other additional insured to whom acertificate of insurance has been issued.B.Contractor shall be responsible for any deductible or self-insured retention.C.The policies of insurance required to be purchased and maintained by Contractorin accordance with this Paragraph SCS.06 shall comply with the requirements ofParagraph 5.06.C of the General Conditions.D.The policies of insurance required to be purchased and maintained by Contractorin accordance with this Article 5.06.A shall comply with the requirements of GC -5.06.C. The qualifications of the insurance company shall comply with therequirements of SC-5.02.A.SC-6.02 Working Hours Add the following to Paragraph 6.02.B: Regular working hours are defined as 8:00 AM. to 5:00 P.M. Emergency work may be done without prior permission. SC-6.09 LAWS AND REGULATIONSAdd the following: The Contractor is responsible for proper disposal of all waste soils, materials, and slurries unless otherwise directed herein. Where waste materials are disposed on private property not owned by the Contractor, evidence of property owner's written permission shall be obtained and provided to the Owner. Contractor shall comply with all Local, State, and Federal laws and regulations pertaining to fill in wetlands and floodplains. The Contractor shall dispose of all refuse and discarded materials in an approved location. If this project is greater than 1.0 acres in area, then a storm water pollution prevention plan (SWPPP) is required to be submitted to the Montana Department of Environmental Quality and the City of Bozeman Stormwater Division. If this project disturbs less than 1.0 acres, a SWPPP is required to be submitted to the City of Bozeman Stormwater Division. Compiling and submitting the SWPPP is the responsibility of the Contractor. Section 00810 -6th Edition Supplementary Conditions to the General Conditions Page 7 of 12 SC-6.04 PROGRESS SCHEDULE Delete Paragraph 6.04.A.1 of the General Conditions in its entirety and replace with the following: 1. Contractor shall submit to Engineer with each application for payment an updated progress schedule reflecting the amount of work completed and adjustments to future work. Such adjustments will be acceptable to Engineer as providing an orderly progression of the Work to completion within any specified milestones and the Contract Time. No progress payment will be made to Contractor until the updated schedules are submitted to and acceptable to Engineer and Owner. Review and acceptance of progress schedules by the Engineer will neither impose on Engineer responsibility for the sequencing, scheduling or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefore. SC-6.13 SAFETY AND PROTECTION Change Supplementary Conditions in paragraph 6.13.C to Special Provisions. Add new paragraphs to the end of paragraph 6.13.F of the General Conditions as follows: G.It is expressly understood by the parties to this Agreement that the Contractor is solely responsible for initiating, maintaining, and supervising safety precautions and programs in connection with the Work. The right of the Owner and Engineer to observe or otherwise review the Work and operations shall not relieve the Contractor from any of his covenants and obligations hereunder. Contractor shall incorporate all safety requirements into his construction progress and work schedules including preconstruction and scheduled monthly safety meetings, posted safety rules, tailgate meetings, and site inspections by safety and other inspectors employed by the Contractor.H.The Contractor shall be responsible for and shall take necessary precautions and provide all material and equipment to protect, shore, brace, support and maintain all underground pipes, conduits, drains, sewers, water mains, gas mains, cables, etc., and other underground construction uncovered in the proximity, or otherwise affected by the construction work performed by him. All pavement, surfacing, driveways, curbs, walks, buildings, grass areas, trees, utility poles or guy wires damaged by the Contractor's operations in the performance of this work shall be repaired and/or replaced to the satisfaction of the Owner, Engineer, and effected property owner at the Contractor's expense. The Contractor shall also be responsible for all damage to streets, roads, highways, shoulders, ditches, embankments, culverts, bridges, or other public or private property or facility, regardless of location or character, which may be caused by moving, hauling, or otherwise transporting equipment, materials, or men to and from the work or any part of site thereof; whether by him or his subcontractors. The Contractor shall make satisfactory and acceptable arrangements with owner of, or the agency or authority having jurisdiction over, the damaged property or facility concerning its repair or replacement or payment of costs incurred in connection with said damage.Section 00810 -6th Edition Supplementary Conditions to the General Conditions Page 8 of 12 This plan must be approved by both the city and/or the Montana DEQ prior to scheduling a preconstruction meeting. No construction activities may take place under this contract until the SWPPP has been approved. Please allow 1 week for the City to review the SWPPP.The Contractor shall exercise all reasonable precautions throughout the life of the project to prevent pollution or siltation of the city stormwater system, rivers, streams or impoundments. Pollutants such as chemicals, slurries, fuels, lubricants, bitumens, raw sewage, and other harmful wastes shall not be discharged into the city stormwater system or into or alongside of rivers, streams, impoundments or into natural or manmade channels leading thereto. In addition, the Contractor shall conduct and schedule his operations to avoid muddying or silting of rivers, streams or impoundments. The Contractor shall meet the requirements of the applicable regulations of the Montana DEQ, Department of Fish, Wildlife and Parks, Department of Health and Environmental Sciences and other State or Federal regulations relating to the prevention or abatement of water pollution and siltation. The Contractor's specific attention is directed to the Montana Water Quality Act and the Montana Stream Preservation Act.The Contractor shall be responsible for obtaining any required discharge permits associated with groundwater de-watering operations and stormwater runoff. All debris or waste materials shall be cleaned up by the end of the work day. J.Safety provisions must be entirely adequate and meet with City or State andFederal regulations to protect the public on these streets and roads.SC- 6.20 INDEMNIFICATION Add a new paragraph immediately after paragraph 6.20.A. of the General Conditions which is to read as follows: I. The Contractor shall conduct his work so as to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, the Contractor shall obtain approval from the governing party and shall, at his own expense, provide and maintain suitable and safe bridges, detours, and other temporary expedients for the accommodation of public and private drives before interfering with them. The provisions for temporary expedients will not be required when the Contractor has obtained permission from the owner and tenant of the private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point.SC-9.03 PROJECT REPRESENTATIVE Refer to the Special Provisions for identification of the responsibilities and authority and limitations of the Engineer's Resident Project Representative (if any). SC-11.01 COST OF THE WORK Delete paragraph 11.01 .A.5 .c of the General Conditions in its entirety and insert the following in its place: 11.01.A.5.c The rental of all construction equipment and machinery and parts thereof whether rented from Contractor or rented from others. The cost shall be calculated as follows and will include the costs of transportation, loading, unloading, assembly, dismantling and removal thereof for equipment involved only in the changed portion of the work covered under the cost of the Work method. Transportation, loading and assembly costs will not be included for equipment already on the site which is being used for other portions of the Work. The cost of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. Hourly equipment and machinery rates shall be calculated from the Rental Rate Blue Book for Construction Equipment, and the Equipment List submitted according to SC 2.05 and SC 2.07, and as follows: 1.For working equipment, the hourly rate shall be the monthly rental ratedivided by 176 hours per month plus the hourly operating cost.2.For equipment on standby, the hourly rate shall be 50% of the monthlyrental rate divided by 176 hours per month, and the hourly operating costshall not be applied.3.For specialized equipment rented for a short duration used for changeorder work or additional work not part of the scope of work bid, theSection 00810 -6th Edition Supplementary Conditions to the General Conditions Page 9 of 12 While Owner and Engineer may have the right under this Contract to observe or otherwise review the work, progress and operations of the Contractor, it is expressly understood and agreed that such observation shall not relieve the Contractor from any of its covenants and obligations hereunder. Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 10 of 12 equipment rental rates will be negotiated prior to the work being performed. SC-l1.03 UNIT PRICE WORK 2. the total cost of the particular individual item of Unit Price Work amounts to 10% or more of the Contract Price which is the total sum of all schedules (if any), and l. the quantity of a particular item of Unit Price Work performed by Contractor differs by more than 25% from the estimated quantity of such item indicated in the Agreement, and Delete paragraph 11.03.D.1 and 2 of the General Conditions in its entirety and insert the following in its place: Contractor. 4. Each application for progress payment shall be accompanied by Contractor’s updated progress schedule, shop drawing schedule, procurement schedule, and other data specified herein or reasonably required by Owner or Engineer. The Owner reserves the right to require submission of monthly certified payrolls by the Add a new paragraph after paragraph to 14.02.A.3 to read: In accordance with state law the Owner may accept deposited securities in lieu of cash retainage. Retainage may be used by the Owner to offset costs for any of the losses enumerated in Paragraphs l4.02.B.5.a through 14.02.B.5.d inclusive, 14.02.D.1.a. through 14.02.D.1.d inclusive, or 15.02.C. In addition retainage may be used by the Owner to protect against loss from failure by the Contractor to complete necessary work and to offset any liquidated damages due Owner. Add the following to Paragraph 14.02.A.3: Payments for materials in storage shall be based only upon the actual cost of the materials and equipment to Contractor and shall not include any overhead or profit. Bill of Sale, invoice or other document warranting clear title for materials in storage will be waived for the material in storage included in the first progress payment application. However, proof of payment and clear title must be submitted with Application No. 2 for all material included in Application No. 1. Without such documentation amounts paid for materials in storage will be deducted from subsequent payments. Beginning with the second application, all requests for payment for materials in storage shall be accompanied by Bill of Sale, invoice or other document warranting clear title as required above. Add the following language at the end of paragraph 14.02.A.1 of the General Conditions: SC- 14.02.A APPLICATIONS FOR PAYMENTS SC- 13.07 CORRECTION PERIOD The correction period for defective work shall be two (2) years following the notice of completion instead of one (1) year as noted in the General Conditions. Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 11 of 12 SC – 14.02.C PAYMENT BECOMES DUE Delete Paragraph 14.02.C.1 of the General Conditions in its entirety and insert the following in its place: 1. The Owner will, upon presentation to him of the Contractor’s Application for Payment with Engineer’s recommendation, review and act upon said payment request once each month on or about the day of each month stipulated by the Owner at the preconstruction conference. Payment will become due when Owner approves the application for payment and when due, will be paid by Owner to Contractor. SC- 14.02.D.1.c Amend the sentence of Paragraph 14.02.D.1.c to read: …entitling Owner to a set-off against the amount recommended, including liquidated damages;or... SC-14.03 CONTRACTORS WARRANTY OF TITLE Add the following at the end of Paragraph 14.03.A of the General Conditions: Neither recommendation of any progress payment by Engineer nor payment by the Owner to Contractor, nor any use or occupancy of the Work or any part thereof will release the Contractor from complying with the Contract Documents. Specifically the Contractor shall maintain in accordance with Article 5, property insurance on all Work, materials, and equipment whether incorporated in the project or not and whether included in an application for payment or not, for the full insurable value thereof. Passing title to Owner for materials and equipment included in an application for payment does not relieve the Contractor of the Contractor’s obligation to provide insurance (including property insurance) as required in Article 5 of the General Conditions and these Supplementary Conditions. All insurance shall remain in effect as provided in Article 5. SC- 14.05 PARTIAL UTILIZATION Add the following to Paragraph 14.05.A: Owner has the right to take possession of or use any completed or substantially completed portions of the work at any time, but such taking possession or use will not be deemed an acceptance of any work not completed in accordance with the Contract Documents. Owner’s use of any facilities so identified in the Contract Documents will not be grounds for extension of the contract time or change in the contract price. Owner’s use of any facilities not specifically identified in the Contract Documents will be in Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 12 of 12 accordance with conditions agreed to prior to such use, and any extra costs or delays in completion incurred and properly claimed by Contractor will be equitably adjusted with a Change Order. Facilities substantially completed in accordance with the Contract Documents which are occupied or used by Owner prior to substantial completion of the entire work will be done in accordance with General Conditions 14.04. Guarantee periods for accepted or substantially completed work including mechanical and electrical equipment will commence upon the start of continuous use by Owner. All tests and instruction of Owner’s personnel must be satisfactorily completed, and Owner shall assume responsibility for and operation of all facilities occupied or used except as may arise through portions of work not yet completed by Contractor If the work has been substantially completed and the Engineer certifies that full completion thereof is materially delayed through no fault of the Contractor, the Owner shall, without terminating the Agreement, make payment of the balance due for the portion of the work fully completed and accepted. SC- 14.06 FINAL INSPECTION Add the following to Paragraph 14.06.A: After Contractor has remedied all deficiencies to the satisfaction of the Engineer and delivered all construction records, maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, and other documents (all as required by the Contract Documents), Owner and Contractor shall be promptly notified in writing by Engineer that the work is acceptable. SC- 17.01 GIVING NOTICE Add the following to Paragraph 17.0l.A: The mailing address for giving notices to Contractor given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Contractor will be mailed or delivered. The mailing address for giving notices to Owner given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Owner shall be mailed or delivered. Either party may change his address at any time by an instrument in writing delivered to Engineer and to other party. END OF SECTION 00810 01010-1 SECTION 01010 SUMMARY OF WORK PART 1 – GENERAL 1.01 DESCRIPTION OF WORK A. The Project consists of the installation of new LFG extraction wells and associated buried piping and valves and fittings at the Story Mill Road Landfill in Bozeman, Montana and other appurtenances as identified on the plans and herein. B. The work shall include the installation of three LFG wells, construction of below grade LFG and leachate/condensate, providing and installing pre-cast vaults, connecting below grade LFG piping to an existing LFG collection system and all other appurtenant equipment as shown in the Construction Drawings and as specified herein. The CONTRACTOR shall replace in kind any existing improvements (drainage channels, asphalt millings roads, etc.) damaged during the course of construction at no cost to the City of Bozeman (OWNER). C. The OWNER may award separate contracts for portions of the Project that are to be completed simultaneously with the Work. The CONTRACTOR shall cooperate with the OWNER and other CONTRACTORS so that the OWNER’S work, including landfill and farming operations, or work by other CONTRACTORS, can be carried out smoothly. D. No additional and/or extra compensation will be given for all and/any increases to direct labor costs, subcontract costs, costs of materials and equipment, which includes all fuels. 1.02 WORK HOURS A. Unless otherwise changed by the OWNER, construction activities and material deliveries to the Facility shall be limited to the hours of 7AM to 6 PM. No work outside these hours will be allowed without written approval from the OWNER. 1.03 DISPOSAL OF REFUSE A. The CONTRACTOR may encounter waste during construction activities on the existing landfill. All removal and disposal of construction debris or waste generated during construction is the responsibility of the CONTRACTOR at no additional cost to the OWNER. 01010-2 1.04 FAMILIARIZATION A.Prior to implementing any work, the CONTRACTOR shall become thoroughly familiar with the site, the site conditions, and all portions of the work falling within this Project and the CQA Plan. B.Inspection: 1.Prior to implementing any of the work, the CONTRACTOR shall carefully inspect the site and equipment and verify that the existing piping is complete to the point where the work may properly commence without adverse impact. This would include the location and condition of the header pipe daylight. 2.If the CONTRACTOR has any concerns regarding the site, the CONTRACTOR shall notify the ENGINEER and the OWNER in writing within 48 hours of the site visit. Failure to notify the OWNER or the ENGINEER prior to installation of all items shall be construed as CONTRACTOR’S acceptance of the related work of all other Sections. 3.The CONTRACTOR shall verify as-built conditions prior to placement and/or excavation of any material. 4.The CONTRACTOR shall be responsible for locating all underground utilities prior to excavation of any material. 1.05 PRECEDENCE OF DOCUMENTS A.The Montana Public Works Standard Specifications and Montana Department of Transportation Specifications will be referenced where applicable. In case there is a discrepancy or conflict between these specifications and the project specific Construction Drawings and Project Specifications, the project specific documents will govern. 1.06 CONTRACTOR’S USE OF PREMISES A.CONTRACTOR shall coordinate use of the premises, for his storage and the operation of his workmen, with OWNER and utility service companies. B.The full use of the premises for storage, the operations of workmen and for all other construction activities will not be available to CONTRACTOR. CONTRACTOR must operate entirely within the space allowed to him. The Drawings define the area allocated to CONTRACTOR. C.CONTRACTOR shall be solely responsible for obtaining and paying all costs in connection with any additional work area, storage sites, and access to the site or temporary right-of-way that may be required for proper completion of the Work. D.It shall be understood that responsibility for protection and safe-keeping of equipment and materials on or near the site will be entirely that of CONTRACTOR and that no claim shall be made against the OWNER or his authorized representatives by reason of any act. It shall 01010-3 be further understood that should any occasion arise necessitating access to the sites occupied by these stored materials or equipment, the ENGINEER shall direct CONTRACTOR owning or responsible for the stored materials and equipment to immediately move the same. No materials or equipment may be placed upon the property of the OWNER, other than in the designated areas as shown on the Drawings, unless the ENGINEER has agreed to the location contemplated by CONTRACTOR to be used for storage. All stored materials shall be labeled according to the appropriate CONTRACTOR or SUBCONTRACTOR with the manufacturer’s label as well. Appropriate material safety data sheets (e.g., MSDS) shall be provided. E.CONTRACTOR shall be required to share use of the premises with other CONTRACTORS whose services the OWNER has obtained or will obtain for construction of other facilities on the site. F.The Bozeman Convenience Site must remain open and usable to the public during its normal business hours (8:00 a.m. to 3:30 p.m. Tuesday through Saturday). Any construction activities that would obstruct public access (for example trenching and burying pipe across the entrance) must be done while the Convenience Site is closed. 1.07 AGENCY AND PRIVATE ENTITY COORDINATION & PERMITTING The work to be performed for this project will require significant planning and coordination with City, County, and private agencies. The ENGINEER is responsible for obtaining the building permit. The CONTRACTOR is responsible for obtaining all other permits, payment of fees and/or coordinating with all involved as needed to perform the construction as indicated on the project plans. The following is a list of anticipated public agencies and private entities requiring involvement in this project: Montana811 Underground Utility Locator Dial 811 1.08 PROJECT SCHEDULING Information pertaining to the preparation and submittal of the construction schedule is contained in Section 1300. The timing of construction is critical. It is imperative that the collection system downtime is minimized.. The construction should be substantially complete by June 30, 2023. 1.09 SUBSTANTIAL COMPLETION A.Substantial Completion means, but is not limited to the completion of the following: 1.Green tag on all electrical work; 2.All systems in place, functional, and displayed to the OWNER or its representatives; 01010-4 3. Construction Complete; 4. Materials and equipment installed; 5. Punch List items have been identified, itemized, and scheduled for completion; 6. Draft O&M Manuals and record documents reviewed and accepted by the OWNER; 7. HVAC test and balance completed (provide minimum 30 days prior to projected substantial completion); 8. Landscaping and site work completed; and 9. Final cleaning. 1.10 FINAL ACCEPTANCE A. Final Acceptance means the project work is complete; the ENGINEER and the OWNER has approved and accepted the project work as complete. This shall include, but is not limited to: 1. All punch list items have been completed; 2. All systems reviewed and accepted by the OWNER; 3. Final O&M Manuals and record documents reviewed and accepted by the OWNER; 4. OWNER’s operation and maintenance training complete 1.11 LIQUIDATED DAMAGES A. Liquidated damages shall be One Thousand Dollars ($1,000) per day that substantial completion extends beyond the date determined by the contract time as adjusted. PART 2 – PRODUCTS Not Used. PART 3 – EXECUTION Not Used. END OF SECTON 01029-1 SECTION 01029 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 CONTRACT PAY ITEMS This section includes the items of work and the basis of payment for City of Bozeman Story Mill Road Landfill Gas (LFG) and Leachate/Condensate System Project. The CONTRACTOR shall Bid Items 1 through 12 below separately and provide unit prices and a total sum for all work items. The CONTRACTOR is responsible for supplying all materials, equipment, and labor necessary for the complete construction and installation of all work as described in these specifications and as shown on the Construction Drawings. Payment for each work item will be made on either a unit price or lump sum basis, and only after that portion of the project has been completed. 1.LFG Drill Rig Mobilization/Demobilization: This task includes any and all temporary facilities and utilities, safety plans, and construction equipment required for this project. LFG drilling involves drilling through municipal waste and as such is specialized drilling. Payment for this work will be made on a lump sum basis. Fifty (50) percent of the lump sum price bid will be paid with the first payment request following satisfactory evidence of mobilization of sufficient labor, equipment, and material to adequately progress the work of this contract. Fifty (50) percent of the lump sum price bid will be paid with the Final Payment request once drilling has been completed. The price bid in the proposal for this item shall not exceed ten (10) percent of the drilling total amount. 2.LFG Well Vertical Drilling and Completion: Supply all material, equipment, and labor necessary for the drilling of approximately 225 vertical feet of LFG wells as shown on the Construction Drawings. This item shall include all resources necessary to prepare access roads and drill rig pads, drilling the LFG well borings, and returning the drill location to its original condition. This item includes the installation of the well casing, backfill material, and finishing the wellhead. Payment for this item shall be per vertical foot installed as measured from ground surface down to the bottom of the casing. Excess drill cuttings consisting of clean soil shall be hauled and disposed by the Contractor to a location on the Landfill property designated by the Owner. Excess cuttings consisting of municipal waste shall be hauled and disposed of by the Contractor to the Logan Landfill and will be paid separately under Item 6 below. 3.Piping Crew Mobilization and Demobilization: This task includes any and all temporary facilities and utilities, safety plans, and construction equipment required for this project. Stormwater pollution prevention permitting is included under this item. Payment for this work will be made on a lump sum basis. Fifty (50) percent of the lump sum price bid will be paid with the first payment request following satisfactory evidence of mobilization of sufficient labor, equipment, and material to adequately progress the work of this contract. Fifty (50) percent of the lump sum price bid will be paid with the Final Payment request once all field construction has been completed. The price bid in the proposal for this item shall not exceed ten (10) percent of the bid amount subtotal for construction not including LFG well drilling. 4.8” SDR 17 HDPE LFG pipe and fittings: Supply all materials, equipment and labor for the construction and installation of approximately 880 lineal feet of below 01029-2 grade 8” diameter HDPE SDR 17 piping as shown on the Construction Drawings. Include all labor and materials for the HDPE pipe, fittings, joining, and necessary trenching, excavation, shoring, backfill material, backfilling, compaction, and returning the site to its original condition. Payment for this item shall be per lineal foot installed along the pipe centerline including the length through vaults. If municipal solid waste is encountered during excavation for this item, its removal and disposal is paid for separately. Excess excavation not used in backfill shall be hauled and disposed by the Contractor to a location on the Landfill property designated by the Owner. Surveying and staking for pipeline layout is incidental to this item. 5.Corrugated 12” HDPE Sleeve: Supply all materials, equipment, and labor to install 20 lineal feet of 18” HDPE N-12 pipe sleeve with enclosed 8” SDR 17 HDPE pipe, as shown on the Construction Drawings. Include all labor and materials for the HDPE pipe, joining, and necessary trenching, excavation, shoring, backfill material, backfilling, compaction, and returning the site to its original condition. Pavement will be replaced by the owner. Payment for this item shall be per lineal foot installed. If municipal solid waste is encountered during excavation for this item, its removal and disposal is paid for separately. Excess excavation not used in backfill shall be hauled and disposed by the Contractor to a location on the Landfill property designated by the Owner. 6.Waste Excavation and Disposal. If any municipal solid waste is encountered during excavation, this item shall include excavating, loading, hauling, and unloading the waste at the Logan Landfill. This item shall also include tipping fees for the waste. Payment for this item shall be per ton of waste disposed at the Logan Landfill as measured by the number of tons documented on weight tickets from the Landfill. 7.Type 2 Pipe Bedding. If municipal solid waste is encountered, supply and install Type 2 pipe bedding and geotextile as shown on the Drawings. Payment for this item shall be by the lineal foot of trench as measured along the pipe centerline in which Type 2 bedding is placed. 8.2” diameter SDR 17 HDPE Drainpipe. Supply all materials, equipment and labor for the construction and installation of approximately 60 lineal feet of below grade 2" diameter HDPE SDR 17 piping as shown on the Construction Drawings. Include all labor and materials for the HDPE pipe, fittings, joining, and necessary trenching, excavation, shoring, backfill material, backfilling, compaction, and returning the site to its original condition. Payment for this item shall be per lineal foot installed along the pipe centerline not including the vertical length of pipe in the J-Trap shown on the drawings. If municipal solid waste is encountered during excavation for this item, its removal and disposal is paid for separately. Excess excavation not used in backfill shall be hauled and disposed by the Contractor to a location on the Landfill property designated by the Owner. Surveying and staking for pipeline layout is incidental to this item. 9.8” diameter SDR 17 HDPE Leachate/Condensate Drainpipe. Supply all materials, equipment and labor for the construction and installation of approximately 744 lineal feet of below grade 82" diameter HDPE SDR 17 piping as shown on the Construction Drawings. Include all labor and materials for the HDPE pipe, fittings, joining, and necessary trenching, excavation, shoring, backfill material, backfilling, compaction, and returning the site to its original condition. Payment for this item shall be per lineal foot 01029-3 installed along the pipe centerline including the length through vaults. If municipal solid waste is encountered during excavation for this item, its removal and disposal is paid for separately. Excess excavation not used in backfill shall be hauled and disposed by the Contractor to a location on the Landfill property designated by the Owner. Surveying and staking for pipeline layout is incidental to this item. 10.48” Diameter Manholes. Supply all materials, equipment and labor for the construction and installation of two (2) standard straight precast manholes with cover slab, casting and cover, steps and built-in channels. Work includes excavation, backfilling, backfill material, dust control, gravel, finishing, and returning the site to its original condition. This item also includes the connection of HDPE pipe to the manholes with a watertight fitting. Payment for this item shall be per unit installed. Excess excavation not used in backfill shall be hauled and disposed by the Contractor to a location on the Landfill property designated by the Owner. 1.02 NON-PAY ITEMS No separate payment will be made for items not specifically set forth in the bid proposal. Include costs for such items in prices named in the bid proposal for identified items of work. Items of work described in Contract Documents, but not listed in the Schedule of Work items of the bid form are, in general, applicable to more than one listed work item. Therefore, no separate work item is provided. Include costs of work not listed but necessary to complete the project per the Contract Document in listed Work items of the bid form. 1.03 TOTAL COST Bids for Work are intended to establish a total cost for the work in its entirety. Should the CONTRACTOR feel that the cost for the Work has not been completely established by specific items in the bid form, he shall include the cost for that work in some related bid item so that his bid proposal reflects the total cost for completing the Work in its entirety. 1.04 QUANTITY OVERRUNS No payment will be made for quantity overruns unless work is expressly required by the Contract Documents or authorized in writing by the OWNER or OWNER’S Representative in advance of the work. 01029-4 1.05 PROGRESS PAYMENTS Progress payments will be processed monthly as described in the Contract Documents. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used. END OF SECTION SECTION 01410 QUALITY ASSURANCE TESTING, QUALITY CONTROL TESTING PART 1- GENERAL 1.01 SECTION INCLUDES A. Construction Quality Assurance (CQA) testing by the ENGINEER. B. Construction Quality Control (CQC) testing by CONTRACTOR. C. Certificates of Compliance. 1.02 RELATED SECTIONS A. Section 01300- Submittals. 1.03 SOURCE OF MATERIALS A. CONTRACTOR must notify the ENGINEER in writing of the sources from which it proposes to obtain material if different from Drawings and requiring the ENGINEER approval, certification, or quality assurance testing. Such notification must be made as soon as possible after award of Contract but no later than 5 days after receipt of the Notice to Proceed. Samples of the proposed material must be provided to the ENGINEER upon request. 1.04 CONSTRUCTION QUALITY ASSURANCE TESTING A. CQA testing is the testing of materials, before their inclusion in the work, and materials and workmanship, after their inclusion in the work. B. CQA testing will be performed by the ENGINEER contracted by the OWNER as a basis for acceptance of the completed work. C. The ENGINEER will perform CQA testing in accordance with the Specifications. However, the ENGINEER reserves the option to perform additional CQA testing at any time to determine conformance of the materials and workmanship in accordance with the Contract Documents. D. CQA testing performed by the ENGINEER does not relieve the CONTRACTOR of the obligation to perform and document quality control testing of materials and workmanship. 01410-1 PART 1: SECTION 01570 CONSTRUCTION TRAFFIC CONTROL GENERAL 1.1 DESCRIPTION A. This work is the furnishing of labor, materials and equipment for installing,maintaining and operating traffic control devices to insure the safety of the general public and project personnel. 1.2 REQUIREMENTS A. Perform work under this section meeting Manual of Uniform Traffic Control Devices (MUTCD) and contract requirements. 1.3 NOTIFICATIONS A. B. C. PART 2: Coordinate all construction activities to reduce traffic conflicts at the work site, off-site events or other construction projects. Furnish the Engineer, for Owner review, the construction traffic control plan at least one week before construction begins or before changes in segments or phases of the work on the project. The Owner will review and approve the Traffic Control Plan considering known off-site activities and may require modification to the plan or construction timing to coordinate events. Work shall not commence until said plan is approved. For project sites involving a through street, provide the Engineer with a news release. Include in the news release, as a minimum, the work activity and duration. Once approved, furnish the news release to the local media at least three days before starting work. Notify all landowners or residents adjacent to the work of the type and duration of the construction. PRODUCT 2.1 TRAFFIC CONTROL DEVICES A. Assure all signs and barricades are reflectorized. Assure all night time trafficcontrol devices meet MUTCD lighting requirements. B. Use traffic control devices meeting the "Manual of Uniform Traffic Control Devices" and the "Traffic Control Devices Handbook" requirements, availablefrom the Superintendent of Documents, U.S. Government Printing Office,Washington, D.C. 20492. C. Assure all traffic control devices are clean, legible, reflective for night-time use, and operable. Section 01570 - 6th Edition CONSTRUCTION TRAFFIC CONTROL Page 1 of3 1.3 STANDARD DRAWINGS A. Standard Drawings applicable to this section are as follows: 1. Standard Drawing No. 02221-1 - Typical Utility Trench Detail 1.4 TESTING A. Field Density Testing 1. Meet the quality control and quality assurance testing requirements in Section 01410, Contractor Quality Control and Owner Quality Assurance. 2. In-place field density tests for quality assurance are at Owner expense meeting AASHTO T191 (ASTM D1556), Sand Cone Method; or by AASHTO T310 (ASTM D6938) Nuclear Densometer Methods. Quality assurance field density testing frequency is at the Engineer's discretion. 3. Re-testing failing areas is at the expense of the Contractor. 4. At the direction of the Engineer, provide necessary equipment and labor to excavate and replace materials for test holes up to 5 feet deep into the compacted backfill to allow testing below the surface of any layers covered without inspection and approval by the Engineer. B. Laboratory Maximum Density and Optimum Moisture 1. Quality assurance tests will be made by the Engineer for each on-site natural soil or each source of off-site material, including borrow material, to determine the laboratory maximum density values and optimum compaction moisture content according to AASHTO T-99 or ASTM D698. C. Material Submittals 1. Submit to the Engineer material quality test results including Type 1 Bedding gradation and plasticity index; and Type 2 Bedding gradation. 2. Submit to the Engineer samples of on-site and off-site borrow soils for laboratory moisture-density relationship testing by the Engineer. 3. If applicable, submit a blasting plan to the Engineer. Section 02221 — 6th Edition TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 2 of 17 15900-1 SECTION 15900 PRESSURE TESTING OF PIPE PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Leak testing shall be conducted by the Contractor on the following lines: a. All LFG extraction piping installed by the Contractor. b. All condensate discharge piping. B. The procedure and equipment to be used shall be approved by the Engineer prior to testing any line. Leakage tests shall be performed on all piping after installation and before backfilling where pipe is buried or encased. PART 2 - TESTING EQUIPMENT 2.01 GENERAL The Contractor shall provide necessary piping connections between the section of line being tested and the nearest available source of air, or test fluid, together with test pumping equipment, pressure gauge and other equipment, materials and facilities necessary to make the specified tests. The Contractor shall provide temporary sectionalizing devices and vents as required for testing. Vents are to be left plugged if not required for the permanent installation. PART 3 - EXECUTION 3.01 TESTING PROCEDURE A. The specified test pressures shall be as measured at the horizontal centerline of the lowest point of the piping under test. B. Each pipeline shall be adequately braced and supported before tests are made. Partial backfilling between joints of pipelines in trenches is permissible to prevent movement under test pressure, subject to approval by the Engineer. C. Pipelines that have no valves may be closed with blind flanges or caps on the ends of the section to be tested. Discrete sections of the system can be pressure tested separately in order to isolate leaks, however the final pressure test may be performed on large sections of the system. 15900-2 D. Tests shall be made before the piping has been enclosed in any manner that will prevent inspection during the test. E. Leakage testing for the LFG extraction system piping shall be performed by pressurizing piping to 2 psig and holding for one hour with no more than 0.5 psig pressure drop within that time frame. Allowable pressure drop may be increased for pipe sections longer than 600’. A soap and water solution (leak detection fluid) must be applied to all joints and the joints inspected for leakage by the formation of bubbles at the point of leakage. Any leaks detected must be repaired even if the test meets the set requirements. All of these lines, either individually or in common, are to be pressurized to 2 psig. All joints and connections shall be visually inspected for leaks after applying the leakage detecting fluid. F. Leakage testing for the condensate system piping shall be performed by pressurizing piping to 125 psig and holding for one hour with no drop in pressure. A soap and water solution (leak detection fluid) must be applied to all joints and the joints inspected for leakage by the formation of bubbles at the point of leakage. Any leaks detected must be repaired even if the test meets the set requirements. All of these lines, either individually or in common, are to be pressurized to 125 psig. All joints and connections shall be visually inspected for leaks after applying the leakage detecting fluid. G. The Contractor, at his own expense, shall make necessary repairs or replacements in accordance with the Specifications. Repairing and testing shall be repeated until the pipeline installation conforms to the specified requirements and is acceptable to the Engineer. H. After the test has been concluded, the pipeline shall be restored to a condition satisfactory to the Engineer. I. It is intended that piping, whether tested after installation or not, shall be air-tight and free from visible leaks. Each leak which is discovered within one year after final acceptance of the work by the COP shall be repaired by and at the expense of the Contractor. J. Pumps, air compressors, instrumentation and similar equipment shall not be subjected to the pressure tests. 15900-3 K. All pressure testing performed shall be witnessed by the Engineer. The Contractor shall maintain a record of all pressure tested components. Each line item of the record shall be accepted by the Engineer. Acceptance of the pressure test by the Engineer shall not release the Contractor from its warranties. END OF SECTION JANUARY 2023 BOZEMAN LANDFILL CONSTRUCTION PLANS BOZEMAN, MONTANA INDEX OF DRAWINGS LFG AND LEACHATE/ CONDENSATE SYSTEM IMPROVEMENTS REBID LOCATION MAP N.T.S. VICINITY MAP N.T.S. SITE ADDRESS: 2143 STORY MILL ROAD BOZEMAN, MONTANA SITE LOCATION VAULT (EXISTING) AI WELL (EXISTING) SVE WELL (EXISTING) LEGEND MAJOR CONTOUR (EXISTING) MINOR CONTOUR (EXISTING) SVE PIPELINE (EXISTING) AIR LINE (EXISTING)A METHANE WELL (EXISTING) TREE BUSH METHANE PIPELINE (EXISTING) SVE PIPELINE (PROPOSED) SVE PIPELINE ROAD CROSSING (PROPOSED) SVE WELL (PROPOSED) G-001 COVER SHEET (THIS SHEET) G-002 EXISTING CONDITIONS P-101 LFG EXTRACTION SYSTEM PLAN AND PROFILE P-102 LEACHATE/ CONDENSATE PIPELINE PLAN AND PROFILE D-101 LFG EXTRACTION SYSTEM DETAILS D-102 LFG EXTRACTION SYSTEM DETAILS MARK DATE DESCRIPTION BY Checked By: Drawn By: Project No.: Designed By: www.tetratech.com 1/10/2023 8:22 AM - O:\A-G\BOZEMAN CITY OF\114-560487E - 2020-2021 REMEDIATION SYSTEMS\07-CAD\SHEETFILES\LFG PLANS\G-001 COVER SHEET.DWG1 A 2 3 4 5 6 7 B C D E F Bar Measures 1 inch 114-560487E JSS LC G-001 Copyright Tetra TechBOZEMAN, MONTANA 2023 LFG AND EACHATE/ CONDENSATE SYSTEM IMPROVEMENTS REBID BOZEMAN LANDFILL COVER SHEET825 W. Custer Ave. Helena, Montana 59602 PHONE: 406-443-5210 FAX: 406-442-7182 ISSUED FOR REBID1/23 LC 4750 4760 4770 4780 4790 4800 4810 4820 4830 4840 G G Flare Station G G G G GGG G G GGGG G GGGGOHPOHPOHPOHPOHPOHPSSUGT SSSSSSSSSSSS S SSS S SS S S S S S S SS UGP UGP P EXISTING LYSIMETER LANDFILL OFFICES & SHOP EXISTING LEACHATE UST MCLLHATTAN ROADSTORY MILL ROADLANDFILL CONVENIENCE EXISTIN G U N L I N E D C E L L WITH LF G C O L L E C T I O N S Y S T E M 4790480048104820483048404850ASBESTOS WASTE AREAEXISTING LFG HANDLING SYSTEM & FLARE CELL BOUNDARY CELL BOUNDARY S T O R M W A T E R P O N D CONTR A C T O R A C C E S S CONTRACTOR A C C E S S CONTRACTOR ACCESS CONTRACTOR ACCESS EXISTING LINED CELL CONTR A C T O R A C C E S S 4 7 5 0 4760 4770 4780 4790 4800 4810 482 0 4830 4740 4740 4750 4760 4750 4760 4770 4780 4 7 2 0 47304860487048804890N 0 SCALE: 50 100 200 1" = 100' MARK DATE DESCRIPTION BY Checked By: Drawn By: Project No.: Designed By: www.tetratech.com 1/10/2023 8:23 AM - O:\A-G\BOZEMAN CITY OF\114-560487E - 2020-2021 REMEDIATION SYSTEMS\07-CAD\SHEETFILES\LFG PLANS\G-002 EXISTING CONDITIONS.DWG1 A 2 3 4 5 6 7 B C D E F Bar Measures 1 inch 114-560487E JSS LC G-002 Copyright Tetra TechBOZEMAN, MONTANA 2023 LFG AND LEACHATE/ CONDENSATE SYSTEM IMPROVEMENTS REBID BOZEMAN LANDFILL EXISTING CONDITIONS825 W. Custer Ave. Helena, Montana 59602 PHONE: 406-443-5210 FAX: 406-442-7182 ISSUED FOR REBID1/23 LC 4 D-102 3 D-102 3 D-102 3 D-102 6 D-102 PROPOSED LFG WELL #1 SEE DETAIL TIE-IN TO EXISTING LFG PIPELINE 8" SDR17 LFG PIPELINE PRESERVE & PROTECT EXISTING LYSIMETER PROPOSED LFG WELL #2 SEE DETAIL PROPOSED LFG WELL #3 SEE DETAIL CELL BOUNDARY PIPELINE TRENCH SEE DETAIL J-TRAP SEE DETAIL 4840GGGG G GGGGGOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP479 0 480 0 481 0 482 0 +0 00 +1 00 + 2 00 +3 00 +4 00 +5 00 + 6 00 + 7 0 0 +800+8844 7 9 0 4 8 0 0 48 1 0 48 2 0 48 3 0 48 4 0 475 0 4760 2" Ø SDR17 CONDENSATE PIPELINE EXISTING LEACHATE UST ROAD CROSSING (APPROX. 30') 5 D-102 1 D-102 CONNECT TO EXISTING LEACHATE UST SEE DETAIL MIN 4' BURY DEPTH W/ MIN 0.2% GRADE TO LOW POINT MIN 4' BURY DEPTH W/ MIN 0.2% GRADE TO LOW POINT CONNECT TO EXISTING HDPE W/ 8"x8"x8" TEE ELEV. 4774 APPROXIMATE ONLY, CONTRACTOR TO VERIFY. 4750 4760 4770 4780 4790 4800 4810 4820 4830 4840 4850 4750 4760 4770 4780 4790 4800 4810 4820 4830 4840 4850 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 8+84 STA:0+80.65 ELEV:4840.00 STA:2+09.37 ELEV:4839.50 STA:0+05.83 ELEV:4840.50 STA:5+65.41 ELEV:4772.50 STA:6+27.57 ELEV:4772.30 LOW POINT 8"x8"x2" TEE TO CONDENSATE PIPELINE STA:7+77.20 ELEV:4758.78 STA:3+28.81 ELEV:4800.30 EXISTING GRADE N0 SCALE: 30'60'120' 1'' = 60' MARK DATE DESCRIPTION BY Checked By: Drawn By: Project No.: Designed By: www.tetratech.com 1/10/2023 8:23 AM - O:\A-G\BOZEMAN CITY OF\114-560487E - 2020-2021 REMEDIATION SYSTEMS\07-CAD\SHEETFILES\LFG PLANS\P-101 - LFG PLAN.DWG1 A 2 3 4 5 6 7 B C D E F Bar Measures 1 inch 114-560487E JSS LC P-101 Copyright Tetra TechBOZEMAN, MONTANA 2023 LFG AND LEACHATE/ CONDENSATE SYSTEM IMPROVEMENTS REBID BOZEMAN LANDFILL LANDFILL GAS EXTRACTION SYSTEM PLAN AND PROFILE 825 W. Custer Ave. Helena, Montana 59602 PHONE: 406-443-5210 FAX: 406-442-7182 ISSUED FOR REBID1/23 LC GGGGGOHPOHPOHPOHPOHPSSS SS S S S S SSS S S S S S S S SS SS +0 00 +1 00 +2 00 +3 00 +4 00 +5 00 +600+7 00 +744MH 3 STA: 5+57.59 4740 4740 4745 4745 4750 4750 4755 4755 4760 4760 4765 4770 4775 4780 4785 4790 4795 4800 4730 473 5 4740 4745 4750 4765 4770477547804785479047954800480547 5 0 47 5 5 47 6 0 4745 4750 4755 4745 4750 4755 4760 4765 4770 4775 478 0 4785 4790 4795 4800 4805 4810 4815 4 7 2 0 4725473047354740474547504755476047654770EXISTING VAULT LOCATION EXISTING LINED CELL EXISTING MH 1 STA: 0+00.00 175.45 LF 8" HDPE 557.58 LF OF 8" HDPE MH 2 STA: 3+00.00 4710 4720 4730 4740 4750 4760 4770 4710 4720 4730 4740 4750 4760 4770 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+44 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+44 EXST GRADE CONNECT TO EXISTING 4" HDPE DRAIN LINE. ELEVATION UNKNOWN. CONTRACTOR TO FIELD VERIFY SEE D-101.EXISTING MH 1RIM = 4734.5±INV IN = 4727.06' MIN BURY DEPTH 8" HDP E 8 . 2 % 8" HDPE 1.53%INV OUT = 4735.51'INV IN = 4736.84'MH 3RIM = 4744.04'INV OUT = 4731.58'INV IN = 4731.68'MH 2RIM = 4740.12'MARK DATE DESCRIPTION BY Checked By: Drawn By: Project No.: Designed By: www.tetratech.com 1/10/2023 8:24 AM - O:\A-G\BOZEMAN CITY OF\114-560487E - 2020-2021 REMEDIATION SYSTEMS\07-CAD\SHEETFILES\LFG PLANS\P-102 - LFG PLAN.DWG1 A 2 3 4 5 6 7 B C D E F Bar Measures 1 inch 114-560487E JSS LC P-102 Copyright Tetra TechBOZEMAN, MONTANA 2023 LFG AND LEACHATE/ CONDENSATE SYSTEM IMPROVEMENTS REBID BOZEMAN LANDFILL LEACHATE/ CONDENSATE PIPELINE PLAN AND PROFILE 825 W. Custer Ave. Helena, Montana 59602 PHONE: 406-443-5210 FAX: 406-442-7182 LEACHATE/ CONDENSATE PROFILE SCALE: 1" = 50'NOTES 1.LOCATION OF UTILITIES SHOWN ARE TO BE CONSIDERED APPROXIMATE. CONTRACTOR TO VERIFY UTILITIES AND THEIR LOCATION PRIOR TO EXCAVATION. 2.EXISTING MANHOLE 1 IS A HDPE MANHOLE. MINIMIZE DAMAGE TO HDPE LADDER WITH NEW INLET. 3.MANHOLE 2 & 3 TO CONSIST OF 48" DIA. STANDARD STRAIGHT PRECAST MANHOLES (SEE STANDARD DWG. 02720-4) WITH COVER SLAB, CASTING & COVER, STEPS & BUILT IN CHANNEL. 0 SCALE: 25'50'100' 1'' = 50' N LEACHATE/ CONDENSATE PLAN SCALE: 1" = 50' ISSUED FOR REBID1/23 LC PRESERVE & PROTECT ALL VALVE & PIPE IN THIS AREA EXISTING ABOVE GROUND 4" HDPE FLANGE ADAPTER WITH BLIND FLANGE INSTALL 2" HDPE FLANGE ADAPTERS, 2 SS BACK0UP RINGS, BOLT & GASKET KIT, 2" C.I. BUTTERFLY VALVE WITH SS DISK & STEM, VALVE EXTENSION WITH GEAR OPERATOR, AND CSP VAULT WITH ACCESS LID, INSTALL CEMENT SLURRY WITH 20% BENTONITE IN VAULT IF LOCATED IN WASTE, LABEL VAULT "CONDENSATE FROM LINED CELL" 2" Ø SDR11 HPDE CONDENSATE PIPELINE REMOVE AND DISPOSE EXISTING LEVEL FLOAT SWITCH WITH CSP VAULT REMOVE AND DISPOSE EXISTING ABOVE GROUND 8" THK, CONCRETE PAD EXISTING ABOVE GROUND ELECTRICAL PANELS INSTALL 8"x2" HDPE TEE EXISTING 4" HDPE TO J-TRAP EXSTING 2" HDPE CONDENSATE LINE FROM FIELD/TREATMENT FACILITY EXISTING 2" HDPE CONDENSATE LINE FROM SUMP #2 TANK AREA PLAN1 _N.T.S 7.50' INSTALL 8"x4" HDPE REDUCER INSTALL 8" CONDENSATE DRAIN LINE NOTES: 1.EXISTING ABOVE GROUND ELECTRICAL PANELS ARE DE-ENERGIZED AND NOT FUNCTIONING. 2.CONTRACTOR TO CLOSE VALVES OR INSERT TEMPORARY PLUGS TO PREVENT CONDENSATE/ LEACHATE DRAINAGE DURING CONSTRUCTION. 3.CONTRACTOR TO MINIMIZE TIME WHEN LEACHATE/ CONDENSATE IS NOT DRAINING BY CONSTRUCTING DOWNSTREAM 8" CONDENSATE DRAIN LINE PRIOR TO TANK REMOVAL. A - EXISTING ABOVE GROUND PAD AND BOLLARDS PRESERVE AND PROTECT EXISTING CONDENSATE TANK PRESERVE AND PROTECT INSTALL 8"x4" HDPE REDUCER EXISTING 4" DRAIN LINE ELEVATION UNKNOWN. CONTRACTOR TO FIELD VERIFY INSTALL 8"x2" HDPE TEE 6' DIA. STEEL UST PRESERVE AND PROTECT MIN. 3% 8' CONDENSATE DRAIN LINE EXISTING 4" HDPE TO J-TRAP CROSS SECTION A N.T.S REMOVE & DISPOSE 8" THK CONCRETE PAD EXISTING GROUND VARIES 4760-4762± MARK DATE DESCRIPTION BY Checked By: Drawn By: Project No.: Designed By: www.tetratech.com 1/10/2023 8:36 AM - O:\A-G\BOZEMAN CITY OF\114-560487E - 2020-2021 REMEDIATION SYSTEMS\07-CAD\SHEETFILES\LFG PLANS\D-101 - LFG DETAIL.DWG1 A 2 3 4 5 6 7 B C D E F Bar Measures 1 inch 114-560487E JSS LC D-101 Copyright Tetra TechBOZEMAN, MONTANA 2023 LFG AND LEACHATE/ CONDENSATE SYSTEM IMPROVEMENTS REBID BOZEMAN LANDFILL LANDFILL GAS EXTRACTION SYSTEM DETAILS 825 W. Custer Ave. Helena, Montana 59602 PHONE: 406-443-5210 FAX: 406-442-7182 ISSUED FOR REBID1/23 LC 2.00'8.00' (MIN)3' ±18"SLOTTED CASINGSOLID CASINGCEMENT GROUT WITH 20% BENTONITE POWDER 6" Ø SCH 80 CPVC WITH 3 ROWS OF 0.040" SLOTS 3/8" MINUS WASHED GRAVEL SALVAGED LOCAL TOPSOIL 6" Ø SCH 80 CPVC SOLID CASING ORP 35 WELLHEAD WITH 1 4" SAMPLE BARBS ENDCAP 1' (MIN) CLEAN SOIL TO EXISTING LFG COLLECTION SYSTEM GEOTEXTILE DONUT HEAT BONDED TO PIPE 1'2.00'QED QED QED QED FINE TUNE CONTROL VALVE QED QWC 6284 DUAL EXTRACTION WELL CAP3' ±QED QED QED QED 2" Ø SOLARGUARD FLEX HOSE 2'-3' 2" QED WELLHEAD ASSEMBLY, 6"x2" DUAL EXTRACTION WELL CAP TYPICAL WELLHEAD INSTALLATION2 _N.T.S WELL I.D. TAG 6"x2" COUPLE/REDUCER 8" Ø SDR17 HDPE SEE P-101 8" x 6" SDR11 TEE PROPOSED 6" Ø LFG WELL SEE DETAIL3 _ EXISTING GRADE TYPICAL LFG WELL INSTALLATION3 _N.T.S 6" Ø SDR17 HDPE 62 62 62 MARKER TAPE WITH TRACER WIRE "CAUTION GAS LINE" (12" BELOW GRADE) EXISTING GRADE SEE P-101 & P 102HDPE PIPE (PER PLAN) TYPE C COMPACTED SOIL BACKFILL 2.5' TYPICAL TRENCH DETAIL (TYP.)4 _N.T.S6' FOR 2" DIA DRAINSEE ALSO STANDARD DWG. 02221-1 TYPE 2 PIPE BEDDING SURROUNDED BY GEOTEXTILE WHERE WASTE IS ENCOUNTERED 6' TYPICALROAD CROSSING DETAIL5 _N.T.S 8" SDR17 HDPE PIPE 18" CORRUGATED HDPE SLEEVE TYPE A COMPACTED SOIL BACKFILL MARKER TAPE WITH TRACER WIRE "CAUTION GAS LINE" (12" BELOW GRADE) EXISTING ROAD GRADE REPLACE EXISTING ROAD SURFACE AND BASE TO ORIGINAL CONDITION CUT EXISTING PAVEMENT CLEANLY SALVAGE & REPLACE ROAD BASE OWNER TO REPLACE PAVEMENT SEE ALSO STANDARD DWG 02221-1 6.00'J-TRAP DETAIL6 _N.T.S FROM 8" GAS LINE TO EXISTING LEACHATE CONDENSATE DRAIN 2" SDR17 CONDENSATE PIPELINE THOROUGHLY COMPACT SOIL OR PEA GRAVEL IN BORING EXCAVATION CONTRACTOR TO FILL J-TRAP WITH CLEAN WATER. ENGINEER TO VERIFY.6.00'MARK DATE DESCRIPTION BY Checked By: Drawn By: Project No.: Designed By: www.tetratech.com 1/10/2023 8:37 AM - O:\A-G\BOZEMAN CITY OF\114-560487E - 2020-2021 REMEDIATION SYSTEMS\07-CAD\SHEETFILES\LFG PLANS\D-101 - LFG DETAIL.DWG1 A 2 3 4 5 6 7 B C D E F Bar Measures 1 inch 114-560487E JSS LC D-102 Copyright Tetra TechBOZEMAN, MONTANA 2023 LFG AND LEACHATE AND CONDENSATE SYSTEM IMPROVEMENTS REBID BOZEMAN LANDFILL LANDFILL GAS EXTRACTION SYSTEM DETAILS 825 W. Custer Ave. Helena, Montana 59602 PHONE: 406-443-5210 FAX: 406-442-7182 ISSUED FOR REBID1/23 LC