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HomeMy WebLinkAboutbocc.con.194.2016 7/2015 kjm �1TKIN Pitkin County CouNTil Contract Cover Sheet Please complete the Contract Cover Sheet when the contract is completed and signed by Contractor and Pitkin County Project Manager. Return all Contract Cover Sheets and Contracts/Change Orders/Amendments to Procurement (procurement_help@pitkincounty.com).Any contracts$50,000 and over will be routed for signatures to County Manager and Attorney's Office(if required)by Procurement&Contracts Manager. Contract Information Contract Number 194.2016 Project Name Development,Installation and Integration of Pitkin County Communication Sites Contractor Advanced Tower Services,Inc. Budget Line Item 001.94.95530.86001 Additional Budget Line Item(s) Click here to enter text. and special notes to Finance Contract Start Date 6/22/2016 Contract End Date 10/31/2016 Automatic Renewal Yes ❑ No►Z1 If Construction: Retainage Yes—5% If this is a new contractor,please request they complete and submit to Finance a W-9 Form. Contact Information: Department Krueger Project Manager BITS—Mountain Top Project Manager 61 14 Phone Provide a brief description of the contract: Contractor shall provide the construction, installation and integration of 3 County Communication Sites. Williams Tower,TOSV,Loge Peak Tower Contract Value Summary: Contract Amount $473,056.20 This Change order/Amendment amount(if applicable) $ New Contract Total $ Procurement Method: None ❑ Informal❑ Formal Sole Source❑ Emergency 0 Contract Renewal 0 Contract Type: Services/Maintenance ❑ Construction Goods,Equipment, Supplies ❑ Change Order/Amendment 0 Other,please explain 0 Click here to enter text. NOTE: CLERKS OFFICE WILL KEEP ORIGINAL DOCUMENTS IN COMPLIANCE WITH COLORADO STATE ARCHIVES RETAINAGE SCHEDULE.ALL ATTACHMENTS MUST BE WITH THIS CHECKLIST. Contract#bocc.con.194.2016 Rev.06/02/2015 kjm Budget Line Item#001.94.95530.86001 ‘Ph. I N COUNTIt PITKIN COUNTY CONSTRUCTION CONTRACT DEVELOPMENT,INSTALLATION AND INTEGRATION OF PITKIN COUNTY COMMUNICATION SITES THIS CONTRACT,made this 22ND day of June 2016,by and between the Board of County Commissioners of Pitkin County, Colorado, (hereinafter called the "County") and Advanced Tower Services, Inc. 2417 Baylor Rd SE Albuquerque, NM 87106 (hereinafter called the "Contractor")to perform the following work: Development,Installation and Integration of County Communication Sites ("Project"). I. Term of Contract. The term of this contract is from June 22, 2016 to October 31,2016. II. Scope of Work and Work Schedule. Contractor shall provide the construction, installation and integration of three (3) County Communication Sites. The scope of work for each site is contingent upon approvals by Unites States Forest Service and the Board of County Commissioners. The sites include: Williams Tower Town of Snowmass Village Tower Loge Peak Tower The detail of the work for each tower is detailed in Exhibit A: Detailed Scope of Work. Key Personnel: Contractor shall furnish only skilled personnel and properly trained staff for the Work as agreed upon in Exhibit A. The Contractor shall not change Key Personnel or the participation of Key Personnel without the prior consent of the County Representative. Pricing: Detailed pricing for this Project is included in Exhibit B: Pricing. Schedule: All work performed under this Contract shall be done according to Exhibit C: Project Schedule. III. Payment. The County agrees to pay, and the Contractor agrees to accept, in full payment for the performance of this Contract,the total price of four hundred seventy three thousand fifty six dollars and twenty cents ($473,056.20) in accordance with this Contract, subject to increase or decrease in accordance with the provisions of this Contract; but any payment by the County may be offset by any amount the Contractor owes the County for any reason. 1 A. Payment Procedures. 1. Contractor shall submit applications for payment every one (1) month for work done to date. 2. Progress payments for Contracts exceeding one hundred fifty thousand dollars ($150,000). a. County shall make progress payments, within thirty (30) days of County's approval of Contractor's pay request. b. In accordance to amended Section 2 24-91-103, C.R.S. For contracts exceeding one hundred fifty thousand dollars ($150,000) and if the Contractor is satisfactorily performing this contract, progress payments shall be in an amount equal to ninety percent (95%) of the calculated value of completed Project work. If,in the opinion of the Procurement Officer and County, satisfactory progress is not being made on the Project, or if claims are filed under Section 38- 26-107, Colorado Revised Statutes,as amended,County may retain such additional amounts as County may deem necessary to assure completion of the Project or to pay such claims and any Procurement Officer's and attorney's fees reasonably incurred or to be incurred by County in defending or handling such claims. The withheld percentage of the Contract Price shall be retained until the Project is completed satisfactorily and finally accepted by County in accordance with the provisions of this Contract. Progress payments shall not constitute final acceptance of the Project. B. County shall make final payment, including release of retainage, to Contractor in accordance with this Contract and Section 38-26-107, C.R.S. and Section 24-91-103, C.R.S., as amended. IV. Contractor's Obligations. A. Supervision and Superintendence. 1. The Contractor shall supervise and direct the Project competently and efficiently devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Project in accordance with this Contract. The Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. The Contractor shall be responsible to see that the finished Project complies accurately with this Contract. 2. The Contractor shall appoint and identify to the County and Procurement Officer, a competent on-site superintendent to be kept on the Project at all times during its progress and who shall not be replaced without written notice to the County and the Procurement Officer except under extraordinary circumstances. The superintendent will be the Contractor's representative at the site and shall have authority to act on behalf of the 2 Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. B. Subcontractors, Suppliers and Others. 1. The Contractor shall not employ any subcontractor, supplier or other person or organization (including those acceptable to the County and the Procurement Officer, whether initially or as a substitute) against whom the County or the Procurement Officer may have reasonable objection. 2. The identity of subcontractors, suppliers or other persons or organizations including those who are to furnish the principal items of materials and equipment must be submitted to the County in advance of any work performed or materials supplied under this Contract for acceptance by the County and the Procurement Officer.No acceptance by the County or the Procurement Officer of any such subcontractor, supplier or other person or organization shall constitute a waiver of any right of the County or the Procurement Officer to reject defective Project work. 3. The Contractor shall be fully responsible to the County and the Procurement Officer for all acts and omissions of the subcontractors, suppliers and other persons and organizations performing or furnishing any of the Project work under a direct or indirect Contract with Contractor just as Contractor is responsible for Contractor's own acts and omissions. Nothing in this Contract shall create any Contractual relationship between the County or the Procurement Officer and any such subcontractor, supplier or other person or organization,nor shall it create any obligation on the part of the County or the Procurement Officer to pay or to see to the payment of any moneys due any such subcontractor, supplier or other person or organization except as may otherwise be required by laws and regulations. 4. All Project work performed for Contractor by a subcontractor will be pursuant to an appropriate Contract between the Contractor and the subcontractor which specifically binds the subcontractor to the applicable terms and conditions of this Contract for the benefit of the County and the Procurement Officer. C. Patent Fees and Royalties. The Contractor shall pay all license fees and royalties and assume all costs incident to their use in the performance of the Project or the incorporation in the Project of any invention,design,process,product or device which is the subject of patent rights or copyrights held by others. Contractor shall indemnify and hold harmless the County and the Procurement Officer and anyone directly or indirectly employed by either of them from and against all claims, damages, losses and expenses (including attorney's fees and court costs) arising out of any infringement of patent rights or copyrights incidental to the use in the performance of the Project or resulting from the product or device not specified in this Contract, and shall defend all such claims in connection with any alleged infringement of such rights. D. Permits. Unless otherwise provided in this Contract, the Contractor shall obtain and pay for all construction permits and licenses. The County shall assist the Contractor, when necessary, in obtaining such permits and licenses. The Contractor shall pay all governmental 3 charges and inspection fees necessary for the prosecution of the Project. The Contractor shall pay all charges of utilities for connections to the Project, and the County shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. E. Laws and Regulations. The Contractor shall be familiar with and shall comply with all federal, state, and local laws, ordinances, rules, and regulations applicable to furnishing and performance of the Project including rules,regulations,and ordinances the County promulgates at any time. Except where otherwise expressly required by applicable laws and regulations, neither the County nor the Procurement Officer shall be responsible for monitoring the Contractor's compliance with any Laws or Regulations. F. Taxes. The Contractor shall pay all existing and future applicable federal, state and local sales, consumer, use and other similar taxes whether direct or indirect. Federal excise tax may not apply to materials purchased by the County. The Contract price shall include all other federal, state, and/or local direct or indirect taxes, which do apply. The Contract price shall include the cost of compliance with all other Federal Laws and Regulations at no additional cost to the County (except as provided in this Contract). The Contractor shall not be reimbursed separately for any taxes, which may apply except as provided in this Contract, and the Contractor shall be responsible for all taxes, which may apply. The County is tax exempt from Federal Excise Tax and Colorado State or local sales or use taxes. The Contractor and its subcontractors shall apply to the Colorado Department of Revenue for a Certificate of Exemption indicating that the Contractor or subcontractor's purchase of construction material or building materials is for use in a building, structure, or other public work owned and used by the County. G. Use of Premises. 1. The Contractor shall confine construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas permitted by this Contract,law,ordinances,and permits.The Contractor shall assume full responsibility for any damage to any such land or area, or to the County or occupant thereof or of any land or areas contiguous thereto, resulting from the performance of the Project. Should any claim be made against the County or the Procurement Officer by any such owner or occupant because of the performance of the Project, Contractor shall promptly settle with such other party. The Contractor shall,to the fullest extent permitted by Laws and Regulations, indemnify and hold the County harmless from and against all claims, damages, losses and expenses (including, but not limited to, fees of engineers, architects, attorneys and other professionals and court costs) arising directly, indirectly or consequentially out of any action, legal or equitable, brought by any such other party against the County or the Procurement Officer to the extent based on a claim arising out of the Contractor's performance of the Project. 2. During the progress of the Project, the Contractor shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Project. At the completion of the Project, the Contractor shall remove all waste materials, rubbish and debris from and about the premises as well as all tools,appliances,construction equipment and machinery, temporary structures, stumps or portions of trees, and surplus materials, and shall leave the site clean and ready for occupancy by the County. The 4 Contractor shall restore to original condition all property not designated for alteration by this Contract. 3. The Contractor shall not load or permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall the Contractor subject any part of the Project or adjacent property to stresses or pressures that will endanger it. H. Safety and Protection. 1. The Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Project. The Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: a. All employees in the Project area and other persons and organizations who may be affected thereby; b. All the Project materials and equipment to be incorporated therein, whether in storage on or off the site; and c. Other property at the site or adjacent thereto,including trees,shrubs, lawns,walks,pavements,road-ways, structures,utilities and underground facilities not designated for removal,relocation or replacement in the course of construction. The Contractor shall be required to assume sole and complete responsibility for job site conditions during the course of construction of the Project, including the safety of all persons who may enter on the job site for any reason and the security of all property located on the job site. This requirement shall apply at all times during the courses of the Contract and not only to normal Project work hours. 2. The Contractor shall at all times conduct the Project in such manner as will incur the least practicable interference with traffic and existing utility systems. No section of any road shall be closed to the public, nor any utility system put out of service except after permission, has been granted by the Procurement Officer. Each item of the Project shall be prosecuted to completion without delay and in no instance will the Contractor be permitted to transfer its forces from an uncompleted Project to a new Project without prior written notification of the Contractor to the Procurement Officer. Unless this Contract specifically provides for the closing to traffic of any local road or highway while construction is in progress, such road or highway shall be kept open to all traffic by the Contractor. The Contractor shall also provide and maintain in a safe condition temporary approaches,crossings, or intersections with roads and highways. The Contractor shall bear all expense of maintaining traffic over the section of road affected by the Project to be done under this Contract, and of constructing and maintaining such approaches, crossing, intersections and any necessary features without direct compensation, except as otherwise provided. 5 The Contractor shall provide, erect and maintain all necessary barricades, signs, danger signals and lights to protect the Project and the safety of the public. The Contractor's responsibility for necessary barricades, signs, and lights shall not cease until the Project has been accepted. I. Shop Drawings and Samples. 1. After checking and verifying all field measurements and after complying with applicable procedures specified in this Contract, the Contractor shall submit to the Procurement Officer for review and approval in accordance with the approved schedule of shop drawing submissions, three (3) copies (unless otherwise specified) of all shop drawings, which will bear a stamp or specific written indication that the Contractor has satisfied the Contractor's responsibilities under this Contract with respect to the review of the submission. All submissions will be identified as the Procurement.Officer may require. The data shown on the shop drawings will be complete with respect to quantities, dimensions, specified performance and design criteria,materials and similar data to enable the Procurement Officer to review the information as required. 2. The Contractor shall also submit to the Procurement Officer for review and approval with such promptness as to cause no delay in Project, all samples required by this Contract. All samples will have been checked by and accompanied by a specific written indication that the Contractor has satisfied the Contractor's responsibilities under this Contract with respect to the review of the submission and will be identified clearly as to material, supplier,pertinent data such as catalog numbers and the use for which intended. 3. Before submission of each shop drawing or sample, the Contractor shall have determined and verified all quantities, dimensions, specified performance criteria, installation requirements,materials,catalog numbers and similar data with respect thereto; and reviewed or coordinated each shop drawing or sample with other shop drawings and samples and with the requirements of the Project and this Contract. 4. At the time of each submission, the Contractor shall give the Procurement Officer specific written notice of each variation that the shop drawings or samples may have from the requirements of this Contract,and,in addition,shall cause a specific notation to be made on each shop drawing submitted to the Procurement Officer for review and approval of each such variation. 5. Where a shop drawing or sample is required by the specifications,no related Project work shall be commenced prior to the Procurement Officer's review and approval of the shop drawing or samples. 6. The cost of furnishing all shop drawings and samples shall be borne by Contractor. V. Performance and Payment Bond. 6 A. Contractor shall furnish a performance and payment bond in the amount of one half of the total Contract value for all Contracts over $50,000, as required by C.R.S. § 38-26-105, et seq. All Bonds shall be in the form acceptable to the County. All Bonds signed by an agent must be accompanied by a certified copy of the authority to act. B. If the surety on any Bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state or it ceases to meet the requirements of paragraph A of this Section, Contractor shall within five (5) days thereafter substitute another Bond and Surety,both of which must be acceptable to the County. VI. Indemnity. A. The Contractor agrees to indemnify, hold harmless and, not excluding the County's right to participate, defend the County, its subsidiary, parent, associated and/or affiliated entities, successors, or assigns, its elected officials, trustees, employees, agents, volunteers, and any jurisdiction or agency issuing permits for any work included in the project,hereinafter referred to as indemnitee, from all suits and claims, including attorney's fees and cost of litigation, actions, loss, damage, expense, cost or claims of any character or any nature arising out of the work done in fulfillment of the terms of this Contract or on account of any act,claim or amount arising or recovered under workers' compensation law or arising out of the failure of the Contractor to conform to any statutes, ordinances, regulation, law or court decree. It is agreed that the Contractor will be responsible for primary loss investigation, defense and judgment costs where this contract of indemnity applies. In consideration of the award of this contract, the Contractor agrees to waive all rights of subrogation against the County its subsidiary, parent, associated and/or affiliated entities, successors, or assigns, its elected officials, trustees, employees, agents, and volunteers for losses arising from the work performed by the Contractor for the County. B. The Contractor further shall investigate, process, respond to, adjust, provide defense for and defend, pay or settle all claims, demands, or lawsuits related hereto at its sole expense and shall bear all other costs and expenses related thereto, even if the claim, demand or lawsuit is groundless,false or fraudulent. VII. Insurance. Contractor and subcontractors shall procure and maintain until all of their obligations have been discharged, including any warranty periods under this Contract are satisfied, insurance against claims for injury to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, its agents, representatives, employees or subcontractors. The insurance requirements herein are minimum requirements for this Contract and in no way limit the indemnity covenants contained in this Contract. The policies shall include, or be endorsed to include, the following provision: On insurance policies where the County is named as an additional insured, the County shall be an additional insured to the full limits of liability purchased by the Contractor even if those limits of liability are in excess of those required by this Contract. The County in no way warrants that the minimum limits contained herein are sufficient to protect the Contractor from liabilities that might arise out of the performance of the work under this Contract by the Contractor, its agents, representatives, employees, or subcontractors. The 7 Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverages. The Contractor is not relieved of any liability or other obligations assumed or pursuant to the Contract by reason of its failure to obtain or maintain insurance in sufficient amounts, duration, or types. Commercial General Liability Completed Operations coverage must be kept in effect for up to three(3) years after completion of the project. A. Coverage and Limits of Insurance: Contractor shall provide coverage with limits of liability not less than those stated below. An umbrella and/or excess liability policy may be used to meet the minimum liability requirements provided that the coverage is written on a"following form"basis. 1. Statutory Workers' Compensation: Colorado statutory minimums a. Policy shall contain a waiver of subrogation against the County. b. This requirement shall not apply when a contractor or subcontractor is exempt under Colorado Workers' Compensation Act., AND when such contractor or subcontractor executes the appropriate sole proprietor waiver form. Minimum Limits: Coverage A(Workers' Compensation) Statutory Coverage B (Employers Liability) $ 500,000 $ 500,000 $ 500,000 2. Commercial General Liability—ISO 1CG 0001 form or equivalent (With County named additional insured) Minimum Limits: General Aggregate $ 2,000,000 Products/Completed Operations Aggregate $ 2,000,000 Each Occurrence Limit $ 1,000,000 Personal/Advertising Injury $ 1,000,000 Fire Damage(Any One Fire) $ 50,000 Medical Payments(Any One Person) $ 5,000 Coverage to include: • Premises and Operations • Explosions, Collapse and Underground Hazards • Personal/Advertising Injury • Products/Completed Operations • Liability assumed under an Insured Contract(including defense costs assumed under contract) • Independent Contractors 8 • Designated Construction Projects(s) General Aggregate Limit, ISO CG 2503 (1997 Edition or equivalent) • Additional Insured—Owners, Lessees or Contractors Endorsement, ISO Form 2010 (2004 Edition or equivalent) • Additional Insured—Owners, Lessees or Contractors Endorsement, ISO CG 2037 (2004 Edition or equivalent) • The policy shall be endorsed to include the following additional insured language on the Additional Insured Endorsements specified above: "County, its subsidiary, parent, associated and/or affiliated entities, successors, or assigns, its elected officials,trustees, employees, agents, and volunteers named as an additional insured with respect to liability and defense of suits arising out of the activities performed by, or on behalf of the Contractor, including completed operations". 3. Auto Liability: Bodily injury and property damage for any owned, hired, and non-owned vehicles used in the performance of this Contract. Minimum Limits: Bodily Injury/Property Damage(Each Accident) $ 1,000,000 4. Contractors Pollution Liability The County requires this coverage whenever work at issue under this Contract involves potential pollution risk to the environment or losses caused by pollution conditions (including asbestos)that may arise from the operations of the Contractor described in the Contractor's scope of services. Policy shall cover the Contractor's completed operations. Contractors Pollution Liability coverage (including Completed Operations) must be kept in effect for up to three (3)years after completion of the project. Coverage shall apply to sudden and gradual pollution conditions resulting from the escape of release of smoke, vapors, fumes, acids, alkalis,toxic chemicals, liquids, or gases,natural gas, waste materials, or other irritants, contaminants, or pollutants (including asbestos). If the coverage is written on a claims-made basis, the Contractor warrants that any retroactive date applicable to coverage under the policy precedes the effective date of this Contract; and that continuous coverage will be maintained or an extended discovery period will be exercised for a period of three (3)years beginning from the time that work under this contract is completed. a. The policy shall be endorsed to include the following as Additional Insureds: "Pitkin County, its subsidiary, parent, associated and/or affiliated entities, successors, or assigns, its elected officials,trustees, employees, agents, and volunteers named as an additional insured with respect to liability and defense of suits arising out of the activities performed by, or on behalf of the Contractor, including completed operations". Minimum Limits: 9 Per Loss $ 1,000,000 Aggregate $ 1,000,000 5. Professional Liability The Contractor shall maintain Professional Liability covering wrongful acts, errors and/or omissions, including design errors, if applicable, for damage sustained by reason of or in the course of operations under this Contract resulting from professional services provided by the Contractor as part of the Contract. Contractors Professional Liability (Errors and Omissions)policy must be kept in effect during the project and for up to three(3) years after completion of the project. The policy/coverages shall be amended to include the following: a. Coverage shall apply for three (3) years after project is complete. b. Policy is to be on a primary basis; if other professional coverage is carried. Per Loss $ 1,000,000 Aggregate $ 2,000,000 6. Builders'Risk Insurance or Installation Floater—Completed Value Basis Unless otherwise provided,the Contractor shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, Builders' Risk Insurance in the amount of the initial Contract Sum, plus value of subsequent modifications, change orders, and cost of material supplied or installed by others, comprising total value of the entire Project at the site on a replacement cost basis without optional deductibles. a. Policy must provide coverage from the time any covered property becomes the responsibility of the Contractor, and continue without interruption during construction, renovation, or installation, including any time during which the covered property is being transported to the construction installation site, or awaiting installation, whether on or off site. b. Such Builders' Risk Insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance,until final payment has been made or until no person or entity other than the County's has insurable interest in the property to be covered, whichever is later. c. The Builders'Risk insurance shall include interests of the County and if applicable, affiliated or associate entities, the General Contractor, subcontractors and sub-tier contractors in the Project. d. The Builders' Risk Coverage shall be written on a Special Covered Cause of Loss form and shall include theft, vandalism, malicious mischief, collapse, false-work, temporary buildings,transit, debris removal including demolition, 10 increased cost of construction, architect's fees and expenses, flood(including water damage), earthquake, and if applicable, all below and above ground structures, piping, foundations including underground water and sewer mains, piling including the ground on which the structure rests and excavation, backfilling, filling, and grading. e. The Builders' Risk shall include a Beneficial Occupancy Clause. The policy shall specifically permit occupancy of the building during construction. Contractor shall take reasonable steps to obtain consent of the insurance company and delete any provisions with regard to restrictions within any Occupancy Clauses within the Builder's Risk Policy. The Builder's Risk Policy shall remain in force until acceptance of the project by the County. f. Equipment Breakdown Coverage (a.k.a. Boiler&Machinery) shall be included as required by the Contract Documents or by law, which shall specifically cover insured equipment during installation and testing(including cold and hot testing). g. The deductible shall not exceed$25,000 and shall be the responsibility of the Contractor except for losses that involve all Acts of God such as flood, earthquake, windstorm, tsunami,volcano, etc. 7. Special Coverages (check as appropriate and insert amount): ® (1)Performance Bond $236,528.10 0 Labor and Material $ El Payment Bond $ ❑ (2)Professional Errors and Omissions ❑ (3)Aircraft Liability El (4) Owner's Protective El (5)Boiler and Machinery ❑ (6)Loss of Use Insurance ❑ (7)Crime,including Employee Dishonesty Coverage,or Fidelity Bond B. Proof of Insurance: 1. Each insurance policy required by the insurance provisions of this Contract shall provide the required coverage and shall not be suspended,voided or canceled except after thirty (30) days prior written notice has been given to the County, except when cancellation is for non-payment of premium,then ten(10) days prior notice may be given. Such notice shall be sent directly to (County Representative's Name & Address). If the insurance carrier will not provide the required notice,the Consultant/Contractor and or its insurance broker shall notify the County of any cancellation, or reduction in coverage or limits of any insurance within seven(7) days of receipt of insurers' notification to that effect. Simultaneously with the Certificates of Insurance, the Contractor shall file with the Procurement Officer a certified statement as to claims pending against the required coverages, 11 reserves established on account of such claims, defense costs expended and amounts remaining on policy limits. 2. In addition,these Certificates of Insurance shall contain the following clauses: a. The contractor's insurance shall be primary and non-contributory with any insurance or self insurance purchased by the County. b. The insurance companies issuing the policy or policies hereunder shall have no recourse against the County of Pitkin for payment of any premiums or for assessments under any form of policy. c. Any and all deductibles or self insured retentions in the above- described insurance policies shall be assumed by and be for the amount of, and at the sole expense of the Contractor. d. Location of operations shall be: "all operations and locations at which work for the referenced Project is being done." 3. Certificates of Insurance for all renewal policies shall be delivered to the County's Representative at least fifteen(15)days prior to a policy's expiration date except for any policy expiring on the expiration date of this contract or thereafter. 4. The County reserves the right to request and receive a copy of any policy and any policy endorsement at any time during the term of this contract. VIII. Exemptions and Preferences. A. All purchases of construction or building or any other materials for any Contract shall not include Federal Excise Taxes or Colorado State or local sales or use taxes. Pitkin County is exempt from such taxes under registration numbers 98-02624 and 84-78000-5K. B. Pursuant to state statute and to the extent permitted by law, Colorado labor shall be employed to perform the Project to the extent of not less than eighty percent (80%) of each type or class of labor employed on such project; except for highway construction, which is subject to C.R.S. § 43-2-208, which provides that all laborers shall be bona fide residents of Colorado with a preference to residents of the County where the Project is performed. IX. Protection and Restoration of Property and Landscape; Hazardous Materials. A. Protection and Restoration of Property and Landscape. 1. The Contractor shall be responsible for the preservation of all public and private property and shall carefully protect from disturbance or damage all land and property, as well as any monuments and property marks until the Procurement Officer has witnessed or otherwise referenced their location and shall not remove them until directed. 12 2. The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the Project, resulting from any act, omission, neglect, or misconduct in its manner or method of executing the Project, or at any time due to defective Project work or materials, and said responsibility shall not be released until the project shall have been completed and accepted. 3. When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect, or misconduct by the Contractor in the execution of the Project, or in consequence of the non-execution thereof by the Contractor, it shall restore, at its own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise restoring as may be directed, or it shall make good such damage or injury in an acceptable manner. 4. Materials storage,equipment parking,vehicle parking and stockpiling excavated materials shall be allowed only in those areas designated by the Procurement Officer. 5. If the Contractor disturbs any of the landscape not called for removal, it shall restore those areas as directed by the Procurement Officer at the Contractor's expense. B. Hazardous Materials 1. The County shall not be responsible for the cost of and the removal or cleanup of Hazardous Materials found in any materials brought to the Project site, after the Project site is turned over to the Contractor. 2. The Contractor shall provide the Procurement Officer with a written certification each time materials or equipment is brought onto the Project site that such materials or equipment do not contain Hazardous Materials. X. County Work at the Project Site. A. The County may perform other work related to the Project at the site by the County's own forces, have other work performed by utility owners or let other direct contracts therefor which shall contain terms similar to these. The Contractor shall perform and coordinate its activities with other contractors to avoid conflict and minimize disruptions. B. The Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or the County if the County is performing the additional work with the County's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work, and shall properly connect and coordinate the work with theirs. The Contractor shall do all cutting, fitting and patching of the Project that may be required to make its several parts come together properly and integrate with such other work. The Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of Procurement Officer and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners 13 and other contractors to the extent that there are comparable provisions for the benefit 'of the Contractor in said direct contracts between the County and such utility owners and other contractors. C. If any part of the Contractor's Project depends for proper execution or results upon the work of any such other contractor or utility owner(or the County),the Contractor shall inspect and promptly report to the Procurement Officer in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. The Contractor's failure to report such conditions will constitute an acceptance of the other work as fit and proper for integration with the Contractor's Project except for latent or non-apparent defects and deficiencies in the other work. XI. Changes in the Project and Use of Change Orders. A. The County may, from time to time,request changes in the scope of services of the Contractor to be performed hereunder. 1. The Procurement Officer shall issue a notice informing the Contractor of a planned change in the Project and requesting the Contractor's detailed price proposal and adjusted schedule of work. The Contractor shall submit a priced proposal for performing the proposed change in the Project within five (5) days of notice or such other time acceptable to both parties. When the Contractor and the County reach agreement on the adjustments to the Contract price and/or Contract time, and changes in the Project, such adjustments shall be promptly recorded in an executed Change Order. B. All Contractor initiated change requests shall be submitted to the County and the Procurement Officer in a letter or written notice with the reference notation "Contractor Change Request". If the Contractor: (i) receives any oral or written instructions, directives or interpretations of Contract Documents, or determinations from the Procurement Officer or, (ii) identifies what it believes are design errors or omissions in the Contract Drawings or Specifications, or (iii) encounters a differing site condition; or, (iv) is delayed in the progress of the Project; or, (v) becomes aware of any other matter or circumstance which it believes would require a change in the Contract Price or Contract Time,the Contractor shall give the Procurement Officer prompt written notice of such matters. 1. All Contractor change requests shall be dated, numbered sequentially, and shall describe the action or event which the Contractor believes may require an extension in time, price or other modification. The Contractor shall also provide descriptions of possible Contractor actions or solutions to minimize the cost of the Contractor change request and, provide an estimate of the adjustment in the Contract price and/or Contract time,which it believes is appropriate. 2. Contractor Time Requirements. a. With respect to orders, instructions, directives, interpretations, determinations, or the discovery of any errors or omissions in this Contract, a Contractor change request shall be submitted before the Contractor acts 14 on them, but in no event more than ten(10) consecutive calendar days after they were received or discovered. b. With respect to any differing site conditions, a Contractor change request shall be submitted before the conditions are disturbed, but in no event more than ten(10) consecutive calendar days after the conditions are first discovered. c. With respect to delays, a Contractor change request shall be submitted as soon as the Contractor has knowledge of the delay, but in no event more than ten (10) consecutive calendar days therefrom. d. With respect to any matters or circumstance which the Contractor believes would require a change, including delays, a Contractor change request shall be submitted as soon as the Contractor has knowledge of the matter or circumstance, but in no event more than ten (10) consecutive calendar days after the Contractor becomes aware of such circumstance or matter. 3. Submittal Requirements and Waiver of Claims a. If the Contractor does not submit a Contractor change request within the time required above, any action by the Contractor related to such order, direction, instruction, interpretation, determination, design error or omission, or other matter, including delays or differing site conditions,will not be considered by the County as a change to the Project and the Contractor waives any claim for an adjustment on the Contract price or the Contract time. b. The Contractor shall, at the time a Contractor change request is submitted provide the Procurement Officer with a complete and itemized proposal of Contract price and time adjustments. The proposal shall also contain a detailed explanation, citing all applicable provisions in this Contract, which supports the Contractor change request. If the Contractor does not submit its itemized proposal within the time described above or within such extension, which the Procurement Officer, in his/her discretion may have granted in writing, it waives any claim for an adjustment in the Contract price or Contract time arising out of the act or event described in the Contract change request. c. If a Contractor change request is denied by the Procurement Officer, in whole or in part, any claim for an increase in the Contract price or Contract time arising out of the act or event described in the Contractor change request is waived unless the Contractor timely complied with the provisions of paragraphs 2(a-d) of this Section. 15 XII. Warranty and Guarantee; Tests and Inspections; Correction, Removal or Acceptance of Defective Project Work. A. Warranty. 1. The Contractor warrants and guarantees to the County that all Project work, whether supplied,furnished,installed,provided,or performed by Contractor,a subcontractor, or supplier, will be in accordance with this Contract and will not be defective and that all Project work shall be performed in a skillful and workmanlike manner. Additionally, the Contractor shall warrant that all equipment which is incorporated into the Project or any subsystem shall be new, free from liens and defects in design, have clear title, be free from faulty materials and workmanship, and shall conform in all aspects to the terms of this Contract, to the drawings issued for manufacture by the Contractor, and shall be in conformance with the those technical specifications provided in Section II (Scope of Work) of this Contract and Contractor's Proposal. Except where longer periods of warranty are indicated for certain items, Contractor warrants Project work, whether furnished, installed, provided, performed or supplied by Contractor, a subcontractor or supplier, to be free from faulty materials and workmanship and that each piece of equipment or any part thereof incorporated into the Project or any subsystem shall conform to the aforementioned warranty and guarantee provisions and be free from failure for a period of not less than one (1) year from date of Final Payment. Landscaping replacement shall be warranted for two(2)growing seasons. 2. With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Project work performed and materials furnished under the Contract,the Contractor shall: a. Obtain all warranties that would be given in normal commercial practice. To the extent that the subcontractor's, manufacturer's, or supplier's, standard warranty exceeds the minimum County requirements as set forth in this Section or elsewhere in this Contract,the subcontractor's,manufacturer's, or supplier's standard warranty shall apply. b. Require all warranties to be executed,in writing, for the benefit of the County,if directed by the Procurement Officer; or c. Enforce all warranties for the benefit of the County, if directed by the Procurement Officer. d. Assign all warranties and guarantees in writing to the County upon the request of the County. B. Access to Project. The Procurement Officer and the Procurement Officer's representatives,other representatives of the County,testing agencies and governmental agencies with jurisdictional interests shall have access to the Project, at any time for their observation, inspecting and testing. Contractor shall provide proper and safe conditions for such access. 16 C. Tests and Inspections. 1. The Contractor shall cooperate with material testing persons and firms, and for required inspections, and compliance and approval tests for the work performed by the Contractor or its subcontractor. 2. If any laws, ordinances, rules, regulations, code or order of any public body having jurisdiction requires any Project work (or part thereof) to specifically be inspected, tested or approved,the Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish the Procurement Officer the required certificates of inspection,testing or approval. The Contractor shall also be responsible for and shall pay all costs in connection with any inspection or re-testing required in connection with the County's or the Procurement Officer's acceptance of a supplier of materials or equipment proposed to be incorporated in the Project, or of materials or equipment submitted for approval prior to the Contractor's purchase thereof for incorporation in the Project. The cost of all inspections, testing, re-testing and approvals in addition to the above which are required by this Contract shall be paid by the Contractor (unless otherwise specified). The County will conduct and pay for the conformance tests on materials installed in-place,and the Contractor shall pay for re-testing of all failing and non-conforming materials thereafter. 3. All inspections, tests or approvals other than those required by laws, ordinances, rule, regulations, code, or order of any public body having jurisdiction shall be performed by organizations acceptable to the Procurement Officer. 4. If any Project work(including the work of others)that is to be inspected,tested or approved is covered without written concurrence of the Procurement Officer, it must be uncovered for observation. Such uncovering and testing when required by the Procurement Officer shall be at the Contractor's expense. 5. Neither observations by the Procurement Officer nor inspections, tests or approvals by others shall relieve the Contractor from the Contractor's obligations to perform the Project in accordance with this Contract. D. Correction or Removal of Defective Work. If required by the Procurement Officer or the County, the Contractor shall promptly, as directed, either correct all defective Project work, whether or not fabricated, installed or completed, or, if the Project work has been rejected by the Procurement Officer or the County,remove it from the site and replace it with non-defective Project work. The Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including but not limited to fees and charges of engineers, architects, attorneys and other professionals)made necessary thereby. E. Correction Period. If within two (2) years after the date of Final Payment or such longer period of time as maybe prescribed by laws or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Project work is found to be defective, the Contractor shall promptly without cost to County and in accordance with County's written instructions,either correct such defective Project work, or, if it has been rejected by County, remove it from the site and replace it with non-defective Project work. If 17 the Contractor does not promptly(within seven(7)days from receipt)comply with the terms of such instructions,or in an emergency where delay would cause serious risk of loss or damage,the County may have the defective Project work corrected or the rejected Project work removed and replaced, and all direct, indirect and consequential costs of such removal and replacement (including but not limited to fees and charges of engineers,architects,attorneys and other professionals)will be paid by the Contractor. Contractor shall also pay for any damage to other Project work, other property, or person,which occurred as a result of the defective Project work. F. County May Correct Defective Work. If the Contractor fails within ten (10) consecutive calendar days after written notice of the Procurement Officer or the County to proceed to correct and to correct defective Project work or to remove and replace rejected Project work as required by the Procurement Officer or the County in accordance with paragraph D of this Section, or if the Contractor fails to perform the Project work in accordance with the Contract Documents,or if the Contractor fails to comply with any other provision of the Contract Documents, the County may, after seven (7) days' written notice to the Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph the County shall proceed expeditiously to the extent necessary to complete corrective and remedial action. The County may exclude the Contractor from all or part of the site, take possession of all or part of the Project, and suspend the Contractor's services related thereto, take possession of the Contractor's tools, appliances, construction equipment and machinery at the site and incorporate in the Project all materials and equipment stored at the site or for which the County has paid the Contractor but which are stored elsewhere. The Contractor shall allow the County, the County's representatives, agents and employees such access to the site as may be necessary to enable the County to exercise the rights and remedies under this paragraph. All direct,indirect and consequential costs of the County in exercising such rights and remedies will be charged against the Contractor, and a Change Order will be issued by the County incorporating the necessary revisions in the Contract price. Such direct, indirect and consequential costs will include but not be limited to fees and charges of engineers, architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of the Contractor's defective Project work. The Contractor shall not be allowed an extension of the Contract time because of any delay in performance of the Project work attributable to the exercise by the County of the County's rights and remedies hereunder. XIII. Liquidated Damages. Not Used. A. Time for Completion. It is hereby understood and mutually agreed, by and between the Contractor and the County,that the date of beginning Project work and the time of completion as specified herein are essential conditions of the Contract. The Contractor agrees that said Project shall be prosecuted regularly, diligently, and at such rate of progress as will ensure completion within the time(s) specified. It is expressly understood and agreed, by and between the Contractor and the County,that the time(s)for completion of the Project described herein are reasonable time(s) for the completion of the Project,taking into consideration the average climatic conditions prevailing in the locality of the Project. B. Time is of the Essence to the Contract. It is further agreed that time is of the essence in completing the Project,and that the Project Work Schedule and all dates set forth therein and where 18 in this Contract, an additional time is allowed for the completion of the Project, the new time limit fixed by such extension shall be of the essence of the Contract. C. Liquidated Damages. Completion of the Project is of paramount importance to the County.If any portion of the Project is not completed in accordance with any time extensions granted by the County,the County will suffer damage,the extent of which will be impractical and extremely difficult to estimate accurately. Therefore, as part of the consideration for executing the Contract, it is hereby agreed that the Contractor shall pay to the County the liquidated damage amounts specified in the Contract. This particular provision shall not be construed as a penalty upon said Contractor for failing fully to complete said Project as agreed in the Proposal and this Contract nor is it intended,but as Liquidated Damages to compensate the County for all costs incurred as a result of such breach of Contract. D. Delays in Project Completion of Construction Phase. Subject to the terms of "Excusable Delays", as contained in paragraph E of this Section, the Contractor expressly agrees to pay the County as a reasonable estimate of just compensation for damages contemplated with the clause,the amount set forth as liquidated damages for each consecutive calendar day that completion is delayed in the construction of the Project. E. Excusable Delays -Force Majeure. If,by reason of Force Majeure, any party hereto shall be rendered unable wholly or in part to carry out its obligations under this Contract then such party shall give notice and full particulars of such Force Majeure in writing to the other party within a reasonable time after occurrence of the event or cause relied upon, and the obligation of the party giving such notice, so far as it is affected by such Force Majeure, shall be suspended during the continuance of the liability then claimed, but for no longer period, and any such party shall remove or overcome such inability with all reasonable dispatch.The term Force Majeure as employed herein, shall mean acts of God,strikes,lockouts,or other industrial disturbances,acts of public enemy,orders of any kind of the Government of the United States or the State of Colorado or any political subdivision, except the County, or any civil or military authority, insurrection, riots, epidemics, landslides, lightning, earthquakes, fires, hurricanes, storms, floods, washouts, droughts, arrests, restraint of government and people, civil disturbances, explosions, breakage or accidents to machinery,pipelines,or canals,or other causes not reasonably within the control of the party claiming such inability. It is understood and agreed that the settlement of strikes and lockouts shall be entirely within the discretion of the party having the difficulty, and that the above requirement that any Force Majeure shall be remedied with all reasonable dispatch shall not require the settlement of strikes and lockouts by acceding to the demands of the opposing party or parties when such settlement is unfavorable to it in the judgment of the party having the difficulty. F. Cumulative Remedy. The liquidated damages referred to herein are intended to be and are cumulative and shall be in addition to every other remedy now or hereafter enforceable at law, in equity,by statute, or under Contract. XIV. Termination of Contract. A. The County may terminate this Contract upon the occurrence of any one or more of the following events: 19 1. If the Contractor commences a voluntary case under any chapter of the Bankruptcy Code(Title II,United States Code),as now or hereafter in effect,or if Contractor takes any equivalent or similar action by filing a petition or otherwise under any other federal or state law in effect at such time relating to the bankruptcy or insolvency; 2. If a petition is filed against Contractor under any chapter of the Bankruptcy Code as now or hereafter in effect at the time of filing,or if a petition is filed seeking any such equivalent or similar relief against Contractor under any other federal or state law in effect at the time relating to bankruptcy or insolvency; 3. If the Contractor makes a general assignment for the benefit of creditors; 4. If a trustee, receiver, custodian or agent of Contractor is appointed under applicable law or under Contract,whose appointment or authority to take charge of property of Contractor is for the purpose of enforcing a Lien against such property or for the purpose of general administration of such property for the benefit of Contractor's creditors; 5. If the Contractor persistently fails to perform the Project in accordance with this Contract including but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the work schedule established in this Contract; 6. If the Contractor disregards laws, ordinances, rules, regulations, or orders of any public body having jurisdiction; B. Termination Prior to Expiration of Contract Term. The County has the right to terminate this Contract, with or without cause, by giving written notice to the Contractor of such termination and specifying the effective date thereof. Such notice shall be given at least ten (10) days before the effective date of such termination. In such event all finished or unfmished documents, data, studies and reports prepared by the Contractor pursuant to this Contract shall become the County's property. Contractor shall be entitled to receive compensation in accordance with the Contract for any satisfactory Project work completed pursuant to the terms of this Contract prior to the date of termination. Notwithstanding the above, Contractor shall not be relieved of liability to the County for damages sustained by the County by virtue of any breach of the Contract by the Contractor. XV. Independent Contractor Status. A. The parties to this contract intend that the relationship between them contemplated by the contract is that of independent contractor. Contractor, and any agent, employee, or servant of Contractor shall not be deemed to be an employee, agent, or servant of Pitkin County. B. Contractor is not required to offer his services exclusively to Pitkin County under this contract. Contractor may choose to work for other individuals or entities during the term of this contract,provided that the basic services and deliverable products required under this contract are submitted in the manner and on the schedule defined under this contract. 20 C. Contractor warrants that all work produced will conform to all applicable industry standard of care, skill and diligence in the performance of Contractor's obligations under this contract. D. Contractor shall not attempt to oversee or supervise the work or actions of any Pitkin County employee, servant or agent in the course of completing work under this contract. E. Contractor is not entitled to any Workers' Compensation benefits through Pitkin County and is responsible for payment of any federal, state, FICA and other income taxes. F. The Contractor shall be required to complete and submit to the County, a Form W-9 Taxpayer Identification Number Request. XVI. Computation of Time. A. When any period of time is referred to in this Contract by days,it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a legal holiday, such day will be omitted from the computation. B. All times stated in this Contract are of the essence. XVII. Records and Cost Pricing Data. A. The Contractor shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Project Directive Changes, Field Orders and written interpretations and clarifications in good order and annotated and updated weekly to show all changes made during construction. These record documents together with all approved samples will be available to the Procurement Officer for reference. Upon completion of the Project, these record documents and samples will be delivered to the Procurement Officer for the County. B. The Contractor shall maintain all data and records pertinent to the Project performed under this Contract, in accordance with generally accepted accounting principles, and shall preserve and make available all data and records until the expiration of three (3) years from the date of final payment under this Contract, or for such longer period, if any, as is required by applicable statute or by other articles of this Contract. The County shall have access to all such data and records for such time period to inspect, audit and make copies thereof during normal business hours. The Contractor covenants and agrees that it shall require that any subcontractor utilized in the performance of this Contract permit the authorized representatives of the County to similarly inspect and audit all data and records of said subcontractors relating to the performance of said subcontractors under this Contract for the same time period. C. If this Contract is completely or partially terminated,the records relating to the Project terminated shall be made available for three(3)years after any resulting final termination payment. 21 D. Records pertaining to appeals or to litigation or the settlement of claims arising under or relating to the performance of this Contract shall be made available until disposition of such appeals,litigation,or claims. XVIII. Miscellaneous. A. Assignability. This Contract is not assignable by either party. Any use of subcontractors by the Contractor for performance of this Contract must be accepted in writing by the County. B. Binding Arbitration. Any disputes arising out of this Contract shall be subject to binding arbitration. The parties agree that any disputes concerning the terms and conditions of this Contract shall be submitted and finally settled by arbitration. Arbitration shall be conducted pursuant to the rules of the American Arbitration Association and shall be presided over by the Pitkin County Hearing Officer appointed to arbitrate Pitkin County Contract disputes. Costs of the arbitration shall be awarded to the substantially prevailing party. C. Severability. If any term, section, or other provision of this Contract shall, for any reason, be held to be invalid or unenforceable, the invalidity or unenforceability of such term, section, or other provision shall not affect any of the remaining provisions of this Contract, and to this end, each term, section and provision of this Contract shall be severable. D. Integration and Modification. This Contract represents the entire and integrated Contract between the County and the Contractor and supersedes all prior negotiations, representations, or Contract, either written or oral. This Contract may be amended only by written Contract signed by both the County and the Contractor. E. Contract Made in Colorado. The parties agree that this Contract was made in accordance with the laws of the State of Colorado and shall be so construed. Venue is agreed to be exclusively in the courts of Pitkin County, Colorado. F. Attorney's Fees. In the event that legal action is necessary to enforce any of the provisions of this Contract including the arbitration described in this section, the substantially prevailing party shall be entitled to its costs and reasonable attorney's fees. G. Governmental Immunity. Contractor agrees and understands that Pitkin County is relying on and does not waive the monetary limitations or terms or any other rights, immunities, and protections provided by the Colorado Governmental Immunity Act,24-10-101,et seq.,C.R.S., as from time to time amended, or otherwise available to Pitkin County or any of its officers, agents or employees. Further,nothing in this Contract shall be construed or interpreted to require or provide for indemnification of the Contractor by the County for any injury to any person or any property damage whatsoever which is caused by the negligence or other misconduct of the County or its agent or employees. H. Current Year Obligations. The parties acknowledge and agree that any payments provided for hereunder or requirements for future appropriations shall constitute only currently budgeted expenditures of Pitkin County. Pitkin County's obligations under this Contract are 22 subject to Pitkin County's annual right to budget and appropriate the sums necessary to provide the services set forth herein. No provisions of the Contract shall constitute a mandatory charge or requirement in any ensuing fiscal year beyond the then current fiscal year of Pitkin County. I. Notice. Any notice required by this Contract shall be deemed delivered through either of the following: (1)hand delivery to the person at the address below or(2)by certified first class mail,postage prepaid,return receipt requested addressed as follows: 1. To Pitkin County with copies to: Jeff Krueger Pitkin County Attorney's Office 485 Rio Grande Parkway 530 E. Main Street,#302 Aspen, Colorado 81611 Aspen, Colorado 81611 Ph: 970-429-6114 Fax: (970) 920-5198 2. To Contractor: Cliff Barbieri, President 2417 Baylor Rd SE Albuquerque,NM 87106 Ph: 505-244-3321 J. Waiver. No waiver by either party of any right, term or condition of this Contract shall be deemed or construed as a waiver of any other right, term or condition, nor shall a waiver of any breach hereof be deemed to constitute a waiver of any subsequent breach, whether of the same or of a different provision of this Contract. XIX. Contractor's Representations. A. In order to induce County to enter into this Contract, Contractor makes the following representations: 1. Contractor has familiarized himself with the nature and extent of this Contract, Project, 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 Project. 2. Contractor has carefully studied the site and has performed all necessary investigations, tests, and subsurface investigations to define the latent physical conditions of the construction site affecting cost,progress, or performance of Project. 23 3. Contractor has made or caused to be made examinations,investigations,and tests and studies of such reports and related data as it deems necessary for the performance of Project at the Contract price, within the Contract time, and in accordance with the other terms and conditions of this Contract;and no additional examinations,investigations,tests, reports, or similar data are or will be required by Contractor for such purposes. 4. Contractor has correlated the results of all such observations,examinations, investigations, tests, reports and data with the terms and conditions of this Contract. 5. Contractor has given Procurement Officer written notice of all conflicts, errors, or discrepancies that it has discovered in this Contract, and the written resolution thereof by Procurement Officer is acceptable to Contractor. 6. By executing this Contract, the Contractor represents that it has visited the site, familiarized itself with the local conditions under which the Project work is to be performed (including weather conditions which can be expected), and correlated its observations with the requirements of this Contract. 7. The undersigned representative of Contractor represents that it is an authorized representative of Contractor for the purposes of executing this Contract and that it has full and complete authority to enter into this Contract on behalf of Contractor. XX. Counterparts. This Contract may be executed in multiple counterparts,each of which shall constitute an original, but all of which shall constitute one and the same document. XXI. Public Contracts for Services and Public Contracts with Natural Persons. In conformance with the provisions of C.R.S. § 8-17.5-101 and 102, as amended and C.R.S. § 24-76.5-101, as amended PUBLIC CONTRACTS FOR SERVICES. CRS §8-17.5-101. [Not Applicable to agreements relating to the offer, issuance, or sale of securities, investment advisory services or fund management services, sponsored projects, intergovernmental agreements, or information technology services or products and services] Contractor certifies, warrants, and agrees that it does not knowingly employ or contract with an illegal alien who will perform work under this contract and will confirm the employment eligibility of all employees who are newly hired for employment in the United States to perform work under this contract,through participation in the E-Verify Program or the Department program established pursuant to CRS §8-17.5- 102(5)(c), Contractor shall not knowingly employ or contract with an illegal alien to perform work under this contract or enter into a contract with a subcontractor that fails to certify to Contractor that the subcontractor shall not knowingly employ or contract with an illegal alien to perform work under this contract. Contractor(a) shall not use E-Verify Program or Department program procedures to undertake pre-employment screening of job applicants while this contract is being performed, (b) shall notify the subcontractor and the contracting State agency within three days if Contractor has actual knowledge that a subcontractor is employing or contracting with an illegal alien for work under this contract, (c) shall terminate the subcontract if a subcontractor does not stop employing or contracting with the illegal alien within three days of receiving the notice, and (d) shall comply with reasonable requests made in the course of an 24 investigation, undertaken pursuant to CRS §8-17.5-102(5),by the Colorado Department of Labor and Employment. If Contractor participates in the Department program, Contractor shall deliver to the contracting State agency, Institution of Higher Education or political subdivision a written, notarized affirmation, affirming that Contractor has examined the legal work status of such employee, and shall comply with all of the other requirements of the Department program. If Contractor fails to comply with any requirement of this provision or CRS §8-17.5-101 et seq., the contracting State agency, institution of higher education or political subdivision may terminate this contract for breach and, if so terminated, Contractor shall be liable for damages. PUBLIC CONTRACTS WITH NATURAL PERSONS.CRS §24-76.5-101. Contractor,if a natural person eighteen(18)years of age or older,hereby swears and affirms under penalty of perjury that he or she(a)is a citizen or otherwise lawfully present in the United States pursuant to federal law, (b) shall comply with the provisions of CRS §24-76.5-101 et seq., and(c)has produced one form of identification required by CRS §24-76.5-103 prior to the effective date of this contract. 25 IN WITNESS WHEREOF,the parties have executed this Contract as of the date first set out herein above. CONTRACTOR: ADVANCED TOWER SERVICES, INC By: Name Date Title PITKIN COUNTY, COLORADO MANAGER APPROVAL: SECTION APPROVAL: County Manager Date Section Leader Date RECOMMENDED FOR APPROVAL: Authorized Signer Date 26 IN WITNESS WHEREOF,the parties have executed this Contract as of the date first set out herein above. CONTRACTOR: ADVANCED TOWER SERVICES, INC By: de =_._ 6/29/2016 Name Date President Title PITKIN COUNTY, COLORADO MANAGER APPROVAL: SECTION APPROVAL: 6/29/2016 County Manager Date Section Leader Date RECOMMENDED FOR APPROVAL: A orized S'gner Date 26 -EtiAbit A \i/ ADVANCED 1TOWER ►t SERVICES INC. Arrington Watkins Architects ii fl'IiIN COUNIll Contract#194.2016 b Pitkin County Communication Sites Due May 27,2016 5:00 pm MST Submitted by: Cliff Barbieri,President Peter Sangiorgio,Associate Architect MM' Advanced Tower Services,Inc Arrington Watkins Architects 1[ 2417 Baylor Rd SE 5240 North 16th Street#101 1 Albuquerque,NM 87106 Phoenix,AZ 85016 505-244-3321 (o) 602-279-4373(o) 505-235-3793 (m) 602-686-3831 (m) 505-244-3675(f) 602-279-9110(f) www.advtower.com www.awarch.com • f. • d • 1 ' . Proposal from Advanced Tower Services,Inc Contract#194.2016 Pitkin County Communications Sites 5.PROJECT TEAM For this project the team will consist of the main designer, Peter Sangiorgio of Arrington Watkins Architects,prime constructor/contractor,Cliff Barbieri,Terry Tipton,and Joel Kogan of Advanced Tower Services, Inc.,the tower designer and manufacturer, Sabre Towers and Poles, and the equipment shelter designer, Thermobond. The antenna support structure for Loge will be manufactured by PRO Tower Manufacturing,LLC;based upon the design provided in the RFP. We will have additional subcontractors for various stages of the projects including a drilling company to drill the hole for the caisson foundation as required at the TOSV site, concrete suppliers who will be �. responsible for ensuring timely and accurate delivery of concrete materials,our concrete and compactions tester, crane and crane operator to stack the towers and assist setting the shelter at the Williams site, our electrical contractor to install the power, and our surveyor who will be responsible for surveying the site at Williams. A complete listing of all lower tier subcontractors will be provided upon request. Composition and Management Structure The ATS/AW Management Team working directly on this project will include our most knowledgeable and experienced leaders. The overseeing senior project manager will be Cliff Barbieri, owner and president of both Advanced Tower Services,Inc.and its sister company Advanced Communications and Electronics,Inc. The lead designer will be Peter Sangiorgio,Associate Architect. The Senior Superintendent will be Terry Tipton of ATS,and the onsite Superintendent will by Joel Kogan of ATS. Cliff Barbieri—President/Lead Project Manager Cliff Barbieri will be the lead project manager and will be responsible for driving the project forward by -:;} ': using his support staff to schedule each task, engage subcontractors, locate and hire local suppliers. Cliff has worked in the radio communications industry for 42 years. He began his career as an Avionics Tech for the U.S. Air Force in 1972 and continued his tour of duty through 1977. After leaving the Air Force, Cliff went to work for Motorola as a two-way communications technician and was soon promoted to Group Leader. By 1986, Cliff was offered the position of Branch Manager for three Motorola two-way communications sales and service locations. In 1994 as a part of a move by Motorola to transition Sales and Service Locations to private ownership, Cliff started his own Motorola dealership and named it Advanced Communications and Electronics,Inc. (ACE). Cliff has spent the last 22 years developing and expanding his company which is recognized as the leading Motorola Sales and Service Company in the Southwest • earning Motorola's premier service partner designation and prestigious Moto Star Award of Excellence. Today, Cliff's daily work consists of project technical planning, strategic planning and general strategic oversight for both of his companies,ACE and ATS. Cliff was intimately involved with all of the projects Iisted in our past performance. As the company owner and president, Cliff works as the lead project manager on all of our projects. He is well-versed in time management and knows how to dedicate the Proposal from Advanced Tower Services,Inc Contract#194.2016 Pitkin County Communications Sites appropriate time to each project and he excels in prioritizing which projects get more of his time than others. For this particular project,the level of detail and the magnitude of this effort will require Cliff to devote most of his time to conducting spot visits, crew support, and holding weekly progress meetings with his support staff. Peter Sangiorgio-Design Team Leader and Architect ofRecord For the past 20 years, Peter has been an Associate Architect at Arrington Watkins, and has led the design team from start until completion of some of our firm's largest projects,totaling over $1 billion in completed construction cost. Included in this total are five recently completed communication tower projects for the City of Phoenix, Maricopa County Sheriff's Office and the State of Colorado. Peter's main responsibility will be the development of the final project design and development of the schedule. Peter will be the day-to-day contact between ATS and the State of Colorado,ensuring the project is completed on schedule and within budget. Peter's talents include the ability to develop very quick concept hand sketches,which is a tool he will use to assist and guide the County through the early design phases.'Peter will oversee daily operations of the design team, ensuring commitments and expectations are being met. Peter is licensed and registered as a reputable architect in Colorado. His experience with the local terrain and knowledge of the building codes and regulations will prove beneficial to the design of this project. Peter will oversee daily operations of the design team,ensuring commitments and expectations are being met. Terry Tipton—Construction Superintendent Terry Tipton will drive the field efforts according to each scheduled task. And will be responsible for keeping the office staff updated as each stage of the project is completed and the next _ planned activity. Terry has extensive experience working on numerous high profile € `_3 projects similar to this solicitation. Terry's expertise and skill sets are essential to keeping projects on time and on budget. Terry has been our Superintendent since 1994 first as an employee of ACE and was transferred to ATS once ATS became an entity. Terry's experience includes coordinating field efforts, subcontractors, vendors, deliveries and he maintains a high level of professionalism both on and off the job site. Terry is directly in charge of the field crew and works as a liaison between the field and the office operations. Parts of his duties include keeping his projects on time and on budget. Terry's main areas of expertise are shelter and tower foundation construction, tower erection and demolition, operating heavy equipment including our company owned rough terrain crane,backhoe, excavator, skytrack,boom truck, and concrete batch truck and managing projects in the field. Terry holds the proper licensing and is experienced in hauling materials and heavy equipment to each jobsite in the best and roughest access road conditions. Terry is instrumental in keeping projects on time and on budget. Cliff and Terry work together to determine an exact schedule that ensures every project gets the appropriate staff for the job. For this project, Terry's duties will include determining methods to creatively get concrete and materials to each site. Terry has worked on several projects where the sites were not road accessible and he has determined safe alternatives to ensure the projects are completed as the customer wants and the onsite superintendent implements the project exactly as planned. For this project, Terry will be instrumental in site access planning. Proposal from Advanced Tower Services,Inc Contract#194.2016 Pitkin County Communications Sites Joel Kogan-Onsite Superintendent Joel has 20 years' experience working in the tower construction industry.Joel's expertise lies iii all facets E of tower and shelter construction.Joel will be in the field working directly with the crews and managing the onsite tasks. Joel is proficient and excels in pushing the schedule to P ensure that projects are completed on time and on budget while providing an atmosphere of safety.Joel's experience includes heavy equipment operation,installation of tower and shelter foundations, grounding to Motorola R56 standards, tower erections, tower modifications,antenna and line installation,and Joel is our certified fall protection and rescue trainer.For this project,Joel will execute the plans in the field and drive the schedule to ensure we complete the sites on time and on budget. 6.APPROACH TO PLAN (i)Description of the Work Program Upon award of a site construction contract, the ATS and AW project team schedules a detailed design review with Pitkin County. At this time, we present the high level design overview, including the design _ for the tower, foundation, site plan, ice bridge design, existing tower demolition, tune line review, and any .1F-4:7- _ -- other areas pertinent to the project. Once this initial 1 task is completed and accepted by the County _ I - representatives, ATS places orders for all of the necessary equipment and hardware required to _ complete this project. Once the equipment has been ordered and ship dates have been confirmed, updates are made to the project timeline using Microsoft Project for approval by the customer. This time line details all phases of the project, including site prep, • foundations and site civil, shelter transport, demolition, and site cleanup. We will prepare a final inspection and acceptance report to the County at the acceptance of the project by Pitkin County. ATS has used the aforementioned approach on several projects with AW successfully. Some of the projects our firms have teamed up to perform include the State of Colorado's CoaIdale Tower Replacement Project, the North Mountain Tower Replacement Project, City of Phoenix Dove Valley Tower Replacement Project, City of Phoenix' Towers Mountain Shelter Replacement Project and the Pinal County Sheriff's Communication Tower. (ii)Outline of Proposed Work Plan �. • Contract received and executed o Provide payment and performance bonds to client o Submittals o Place orders with suppliers for long lead time items o Place orders with suppliers and subcontractors for short lead time items o Update MS Project timeline with proposed project time line Proposal from Advanced Tower Services,Inc Contract#194.2016 Pitkin County Communications Sites o Perform site visit to each site = Invites sent to client, client's engineer, electrical provider at Williams, concrete provider,crane provider,ATS field superintendents,etc = Verify site layout and place temporary construction stakes = Coordinate utility locates • Coordinate power feed for new shelter at Williams • Perform survey(Williams site only) • Engage A&E partner (Arrington Watkins) to create site plans, etc for the Williams site • Williams o Mobilize heavy equipment and civil crews for site prep,foundations,etc o Site prep and layout o Foundations o Rough in grounding o Rough in electrical and propane o Backfill and compaction o Transport tower steel to site o Assemble tower sections o Erect tower • • Install tower appurtenances o Transport shelter to site o Offload and place shelter on foundation • Install shelter appurtenances o Construct ice bridge o Relocate propane tank o Complete grounding system, including final connections, three point ground test, backfill and compaction o Make final electrical connections o Complete propane connections o Coordinate generator test with factory representative o Site cleanup o Demobilize for antenna and line work to be performed by others o Remobilize for demolition phase o Remove antennas and lines o Demolish towers • o Demo foundations 24"below grade and backfill with clean fill o Stack materials identified by customer for reuse, dispose of materials. o Cleanup and demobilize • TOSV o Mobilize heavy equipment and civil crews for site prep,foundations,etc o Site prep and layout o Drill caisson foundation o PIace rebar cage and anchor bolts Proposal from Advanced Tower Services,Inc Contract It 194.2016 Pitkin County Communications Sites o Place UFER ground connections on rebar cage(pending customer approval) o Place concrete o Dispose of excavation spoils o After concrete has cured,pole will be erected o Antennas,lines and grounding by others o Cleanup and demobilize • Loge o Mobilize heavy equipment and civil crews for site prep,foundations,etc o Site prep and layout o Construct cable trolley system o Construct grade beam foundation o Place UFER ground connections on rebar cage(pending customer approval) o Place Hilt anchors o Construct antenna support platform o Remove trolley system o Cleanup and demobilize • Closeouts o CIoseout documents,reports and photos will be provided to the client within 2 weeks • of final site completion. Narrative Williams Communication Site Prior to the mobilization of our heavy equipment and civil crew, we plan on conducting a site walk with all of the project stakeholders, including the client, local electrical provider, surveyor, plumber for the propane sub,concrete supplier,crane provider and our field superintendents. During this site visit we will gather the current site data required for the site plan,survey the site,place temporary construction stakes and confirm any remaining assumptions regarding the existing towers,shelters, etc. Once the site plan has been approved and the Blue Stake utilities have been marked, our civil crew will begin construction of the foundations for the tower, shelter and propane tank. Concurrent with the foundations, we will also rough in the grounding system, including placement of the chemical ground rods. If possible,we will also rough in the conduit for the power feed to the new shelter and the new gas line from the new shelter to the location where the propane tank will be relocated. Once the foundations have cured,we will bring the tower steel to the site and begin assembly of the tower sections. Our plan is to bring the shelter in and offload it concurrent with the erection of the tower. While this is our goal,we must also be prepared to perform the tower erection and shelter offload at different times,so that the overall project schedule is not negatively impacted if the shelter or tower arrives earlier or later than planned. 1 Proposal from Advanced Tower Services,Inc Contract#194.2016 Pitkin County Communications Sites Our crew will erect the tower using the crane and install appurtenances such as climbing ladder, waveguide ladders, safety climb, etc. Once this is done, we will have a crew of two perform a complete.. QA/QC inspection of the tower, assuring 100%of the bolts are tightened,etc. The shelter will be offloaded in town from the transport and placed onto one of our trucks and trailers for transport to the job site. Upon arrival to the site, the shelter will be offloaded and placed on the foundation. Shelter tie downs,air hoods,etc will be installed at that time. We will construct the ice bridge from the new shelter to the tower. • Our electrician will make the power connections from the new shelter as determined by the local electrical utility. Our plumber will make the necessary connections to feed the new generator to the relocated propane tank. Once the electrical and propane connections are in place, we will have the factory representative coordinate the initial generator startup and testing. The tower, shelter, propane tanks, etc will all be grounded per R56 standards. A three point fall of potential ground test will be performed to document the grounding system resistance. At this point our crew will demobilize and as we understand it the new antennas and lines, radio equipment will be relocated and or installed by others. Once the RF equipment has been installed,our crew will remobilize and take down the old antennas,lines and towers. We will stack the components as directed by the customer that they want to retain and will dispose of all materials they do not want to keep. Upon request, we are also prepared to remove and dispose of the existing shelter. We will be glad to provide a quote for that upon request. TOSV Communications Site At TOSV we are proposing a drilled caisson type foundation 36" diameter and 13' deep as designed by Sabre based upon presumptive clay type soils. Our crew will perform the layout and confirm the final boring location with the client and our drilling subcontractor,LMS Drilling. LMS will be performing the caisson on a turnkey basis but under the direct supervision of our superintendent. This includes drilling, placement of the rebar cage, placement of the anchor bolt cage, formwork, concrete placement and finishing. Excavated spoils will be disposed as directed by the client, either spread on site or hauled off site. Once the concrete has cured, we will erect the new 40' monopole structure per the manufacturer instructions. The proposed pole design is a single piece pole with multiple hand holes. This pole does not require grout on the anchor bolts Proposal from Advanced Tower Services,Inc Contract#194.2016 - Pitkin County Communications Sites Prior to demobilizing from this site, we will strip the concrete forms, remove all debris including excavation spoils,etc. Grounding, antennas and lines are presumed to be by others. We highly recommend that at minimum a grounding connection be made to the rebar cage to act as a UFER ground, and we will perform this additional work at no additional cost. Loge Communications Site Upon arrival at the Loge site, our crews will layout the site to assure the antenna support structure is placed as called out on the site drawings. During the site prep phase of work at this site,we will also construct a steel cable trolley system that we will use to transport materials from the staging area below the peak to the top of the hill. The trolley will use a 3/8"EHS steel cable as the trolley,the working lines and tag lines will be synthetic rope and we will use our capstan winch to hoist the load along the trolley. This system will be used to transport most of our tools,equipment,sacked concrete,water,rebar,platform steel,etc to the site atop the hill. We will prepare the surface by hand leveling the area for the grade beam. We will then construct the concrete forms and place the rebar. Once the concrete materials are on site,we will batch the Quickrete PRO 5000 concrete using a portable electric concrete mixer and placing the concrete in the forms. Once the concrete has cured for a couple of days, we will drill the grade beam and place the Hilti HAS rods using Hilti epoxy. We will then begin erecting the platform. Once the platform is assembled, the support legs will be grouted. Prior to demobilizing from this site, we will strip the concrete forms, remove all debris, remove the trolley,etc. Grounding, antennas and lines are presumed to be by others. We highly recommend that at minimum a grounding connection be made to the rehar cage to act as a UFER ground, and we will perform this additional work at no additional cost. Below are our proposed details for the towers and shelter. We have attached the designs to the end of this proposal for easier viewing.Please refer to Exhibits E and F. Proposal from Advanced Tower Services,Inc Contract#194.2016 Pitkin County Communications Sites . Williams Tower Details--please see Exhibit F for easier viewing. .4 ti .rte,..av+::�.n, .m..sv>o Jlant..La. I.= 1r1 rararaa•s,:rsaiar.•• • IS • -N.= Fri.s.n.. "'Al l..q a 1'u 111 i PI ha=S;Prger= III it Uig t. �. riS- arae Ir).*t.i'.iail 7tai ssos — -maII figv=v y�y tau all r�r T1i3 Irl 014IR Sr eM14: IT)IA"' IH st," o y Z. vi Sal mg ea' . - Ii n.:,•• 4 - eig - r. Ta.;...L.p ... rt'. Irl-ViX.A.Cs 1'I t•}• rY1 SfA.q..WA,* I4 V1 ,,a, t t.=...... I'I iv 40W vita Mum.Yh1 WI )1kMY^JLS! 111) .1'i 2 i v'r � ii Peg tar.wax 7Hrarar g V :fi 9 i.rw..:iai': t 11 Oft 11 ,:/tog 1-......011tl ti ;0 17 fialef a. {.y PNat JO 1 r PSI 1 l,..•aa.. IA f.r.ra..w ICJ M 11 Bass nrrxfHr.§ :I" ,vo. .......o, R.Ta.gg *Why 4vgpiv; x a . 1..41i-anlui.rM$4.1.4 im f iii S a 10 Warw.;F1 4.; 11.11 .1.1.0.F.4, i; !1 Tei, ASM. Risiri- =}Ws S. — — sr J..'tv fJiOrte9Yi CAA 411, . I ..... 1 . ....,. -4! 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Contra ONS RU]CTION- Contar of Tamar Nallst? � cy 1:N-.C.abcraiastroll hares a minimum rr % 21L.darparotnprccdra drortgth of `.� /hes PS oI.in accatd ancowhh / ♦4 ACI aim-11_ Iv di l i Z.I'..Rrbm to canlono,to ASTM npociEcoiion .. 5{,r Y F� A615 Cauda 80. 4l 0 i i.A l l mbar x E.sac n minimum o!3' cocicrcta actin._ i L'. dlltAll eapoondc ns:rowonor In bo Y2'-r12-9r- "' atsdro 'd ad 3' '_ 2.5:4"' 5.i.Tho.-aundaiian dasiyn is baso/on -- --'—a ptosun ilro cloy call an dafinod!in AN S'VIL4- I PLAN VIEW 222.C.200S. 1e in rocommandod that n axil anafyais of tfoo Sita-La porioamod is.ori{y tho Tug oi3}Rd flap soil paraanotaaas used in tha dsni . off- within trop Er at CPAFttail ' i?rtada ocmcrofa 9 . i fo.„ ! ■�!!! LIII __ si.Tho,foundation is ba.orl on flip o �' faibwirag roc-Mood toads: ;�Y if : Factor/download 1fipa}-16.43 Factarod ororaien Uaip-tty-29122.60 • Faciarad shoar(kiprY•-4I121 R as E.- FJ.GYATMQN V 1611/ 137.76 Cu-Yas.I Rohm Sch.ati ib par Mot annum Pier I 1 MEM.;NOT TO SCALEN 1.121i/07 vortical robot mi ttan'ks an bottom to' Pian 44 Hcbv tion.two f.2,iwilhintop•5'of Filar CAUTION:Csrrtr-ral than 12'Cl-C balMor in not in contour ifiln NG horizontal mbarMCP* raced each of slab. Mat wap top and bottom-1188 total) T1.2_6 R of soil corer in rorgiirocd over!ha onto*orae of the foundation stab_ I Williams Shelter Details Please refer to Exhibit B. . . I j 1 Proposal from Advanced Tower Services,Inc Contract#194.2016 Pitkin County Communications Sites TOSV Monopole Details—please refer to Exhibit F for easier viewing rieclareed Ampurtonanee LeadIr tc, 1.1IA`sny-A:k.u.au. M".r S. t55.tua.cxO4vth:uuv5 I•Mn•L.i..e.Wra r farl , 4 1}1Dwarm AS- auruaRr LIKaW.,,,,,r $ .IYLtLW 4,. '.14{, • I1IKiY• ,.v.l xr it a.r, ,.ariuv.i..*=nr. .: LI:a:raa .n a. Lv.rw,r-r va ,n1'ter .n ,,,Isr..T.r.A Load Cale Ramvlionc cw..riewsr ".1.4P.1 ....1..49.0 .wa....r., I*S, *,m .m a+ww1 s..r.aNK Cl. ui mai 45. 3.. la.,..u:Rrre..ci.taar.., 53* GM Yr5Q t .4,ua,;4} SIA 1 .5 SitS 41) 4JY Hass Flake Dlmon.stonc MAir I .sS..r Tak M.. to Ch1.. !MUT, I.e urmr, !.ff tase te ,... r Ty v- .a ase- ,11!{ Maior MI l MI Ek ns FcW l.i1m Rus:4ecit Nig: .2tAti distatsJnrts am atm.ittoWF7 Resor artcsti attnylnc sr,. i I 3,4\4i4tn sboan OM C)FN1\rIca F3sl N>SpPM-Nark.' •Ir Ttle Mnepcte was,toaktrral?or a b.:a vFik.scnmr 01 n mUl rite 6`3A rad,;EY_.,is,Stinx5A5s54 wtt,dit55L`31%4, ^:.-G.Skakatit Cl:nn tl,E4. :.Ca Camp ry B.T2fx rlq:ti it:C:1rK,p!r f 5;Full Cteiotet Ell*Hall fill g q a Z i g a 4 .a Y S 6 a .r, 6, f __ - flaws C m.r.rslistArm Crcyvdna TrJ.SS1a YS .x tar v.I=.• __. '.,�' -bre industries .-i,--,.. +'w>n' F.0'1,:NCF01.71.L'30 SCP.l1CLl:C.ti TOW1i1t1l RtWi. '.."` ln.9�".... s..s.a-s TTSK..•L.. .._.._. .. .... ti.F ...... ..... ... ... ....... "°_"""'a-"- -..,71t: Wr;�....., ...'4.... ac*r.;,.acs ws Es,*vsim.am, -tsar,. -"" JA'.`DIa Lai..c:V1i Vw} Proposal from Advanced Tower Services,Inc Contract#194.2016 Pitkin County Communications Sites TOSV Foundation Details Customer_ADVANCED TOWER SERVICES Site:TOSV,Co 40'Monopole at 90 mph Wind with no ice and SO mph Wind vrith 4 in.Ice per ANSVTUA•222-G. PRELIMINARY-NOT FOR CONSTRUCT!. ON- . o `t 311 Ii Grade I Elia. 1 ROODS: 1).Concrete shall have a minimum A 26-day compressive strength of r o AEC°PSI,inaccordenoewith Two{2)#5ties — ACI318-11. within top s of concrete 2).Rebars to conform to ASTM specification A616 Grade 60. 6o-moo • 3).Alf rebar to have a minimum of 3"concrete cover. ' °- • ;, 4).All exposed concrete corners to be M , chamfered 3.(4". r i 6).The foundation design is based on ___ presumptive clay sat as darned in ANSI1TIA- 222-G-2006. It is recommended that a sail analysis of the site be performed to verify the soil parameters used in the design. 6).The foundation is based on the loliarrng factored toads: Moment(kip-ft)-151.94 ELEVATION VIEW Axial{lops)-6.79 (3.53 Cu.Yds.each} Shear(tripe)-5.64 it FIEOUIRE©;NOT TO SCALE} Rebar Schedule per Pier pior {10)#7 vertical rebar vd#5 ties,Iwo within top 6"of pier then 12'C1C (iii)Recommended Revisions We have no recommended revisions to the list of tasks (iv)Description of how County may Utilize Resources We offer a best value proposal to Pitkin County and we will strive to keep costs down. For example, instead of hiring a helicopter to fly materials to the top of Loge Peak,we will construct a trolley system. In the past we have constructed several towers for the State, of Colorado that were subject to the 80% Colorado workforce requirements. We do plan on using as much Colorado workforce as possible, including our subcontractors, suppliers and temporary workers for general labor. However we always place worker safety at the top of our priority list. And due to the inherent risk of tower construction and Proposal from Advanced Tower Services,Inc Contract#194.2016 Pitkin County Communications Sites tower demolition, we only utilize our seasoned, trained and experienced tower climbers for tower construction and aerial work. We do not employ seasonal or temporary workers for this type of work. 7.PROJECT SCHEDULE The entire project for all three sites is expected to take 90-120 days dependent on weather. Where possible, we do plan on working multiple sites concurrently to further compress the overall project timeline. Please refer to Exhibit D;MS project timeline for a detailed breakdown. --- hetHam Aar. 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' 1 #6hen.r 7060• Fn16116111 4106$22641 i t f e . 30 _ On3M and Vamp*Shim m, 66 d9'e hIH1061, FIN111111! - i St Set Y.Atte 56ett. 034,ai F.IWWe' Fl4NI311e s -32I • cmaeiq • • I.STi uae 6lRlflii Iroefrnrll • ... Teeter om ..F....._. I. .� { ! i1i1 '"' er da,. 77.619116 Wad 6O411C I.• K 01614.114.44r and tramped 4.:i Ida, TW 161116; Tae 6/21116;; 1 • I 15 4I4 mv,eeauwn i 7dy11 16416011141-1.30411!11 • I. 1 i n Fiadl e tdga� Fde164N' IF.ae a,n6JJ • f c .I 31. 3211164 831ppaleeel011 hpte 26411 5401/0'1;! Wae1•1141i1 ! ! j 1 . jj• • L -..16 .... 4al.l b 6dkM IM/1 \Yea envie, 1660 Y11N� ! ••i i 1 70 :_1641!40 [ 100, Thu 611161 Ty VMMSi •1 : Exhibit B 1 BUILDINGS1 Pitkin County Communication Sites RFP-194,2016 • This Proposal shall become a part of any Contract or Purchase Order. THERMO BOND BUILDINGS, INC. Proposes to furnish an 11'wide O.D. x 25' long O.D. x 9' high I.D. pre-assembled electronic equipment shelters, designed, engineered and constructed per the following: ENGINEERING DETAILS 1. SIZE The shelter shall be 11' wide OD. x 25' long O.D. x 9' high I.D. two room Construction type: VB1 Occupancy Group S-2, Stories 1; Seismic Design Category:IV; Wind Exposure Category C;Topographic Factor 2.34. 2. DESIGN The minimum R-Values R-20 in the floor, R-20 walls, and roof shall be R-20. State of • Colorado Compliance with Stamped engineered drawings. 3. FLOOR LOADING The minimum floor loading shall be 200 pounds per square foot for typical 12' wide shelter. Concentrated load area coverage of 2000 lbs—additional steel floor structure added for coverage. 4. ROOF LOADING The minimum roof loading shall be 80 pounds per square foot for typical 12' wide shelter. 5. ROOF IMPACT RESISTANCE The minimum roof impact resistance shall be 90 pounds with no visible damage to either the exterior or interior of the roof or shelter. 6. WALL WIND LOAD The minimum wall wind load shall be 90 MPH. 7. AIR INFILTRATION There shall be no air infiltration of the shelter when measured before installation of any through the wall,floor,or roof items when exposed to winds of 50 mph. Thermo Bond Buildings h,c.•P0 Box 445.209 N.Courl•ElkPoint,SD 57025.800-356-2686 2 CONSTRUCTION DETAILS 1. SKID ASSEMBLY The skid assembly for the shelter shall have 6"x 9 lb.Beam around the perimeter,.4 beams to form the skid, and 31/4" O.D, pipes running through the beams and welded into place. 2"x 2" x 'A" angles shall be placed between the beams every 4' O.C. The complete skid assembly shall be painted with a rust preventative paint after fabrication and secured to the finished sub- floor with high strength 3" lag bolts. Additional cross members added to support the generator. 2. FLOOR ASSEMBLY The floor system shall be comprised of 1 layer of 1/4"CDX plywood(exterior side) and 1 layer of 3/a" tongue and groove plywood (interior side) with R-22 insulation. The floor is constructed of 2"x6" lumber @12"oc spacing. Before the floor assembly is attached to the skid assembly and the installation of the rodent shield mesh, the underside of the floor assembly shall be treated with an application of a coat of penetrating liquid bituminous sealer. 3. RODENT SHiF,LD The complete underside of the floor assembly shall be covered with a 16-mesh .011 wire mesh rodent shield before the floor assembly is attached to the skid assembly. 4. INTERIOR FLOOR FINISH The interior surface of the shelter floor shall be covered with a commercial grade vinyl tile. The covering shall be held in place with commercial grade glue. 5. ROOF SYSTEM The roof system shall be comprised of 1 layer of/a" CDX plywood(exterior side)and 1 layer of 5/8" OSB with laminated glass board (interior side) with R-20 foam insulation. The roof construction shall be 2"x6" 12"O.C. spacing to meet the load requirements. 6. EXTERIOR ROOF FINISH The exterior of the roof shall be covered with a commercial grade dteel standing seam roof— color choice within the manufactured color standards. A galvanized metal roof edge shall cover the perimeter of the roof. The roof shall be sloped from the center to the sides to provide proper drainage. 7. INTERIOR WALL AND CEILING CONSTRUCTION The interior walls and ceiling shall be a minimum of 5/8" OSB (oriented strand board) with .030 fiberglass reinforced plastic laminated to the interior side. 8. EXTERIOR WALL CONSTRUCTION- The exterior walls of the shelter shall be of natural stone aggregate with a general color of (choice). The stone exterior will be placed over the steel. System is not fire rated 9. WALL,ROOF,FLOOR INTERIOR CORES The interior core of the walls shall be filled with R-20 fiberglass batt insulation,the floor and ceiling shall be filled with R-20 foam insulation. Thermo Bond Buildings,Inc.•P0 Box 445.209 N.Couri•Elk Point,SD 57025.800-356-2686 3 10. SEAMS At all points on the exterior of the shelter where two pieces of material come together, butt against each other, overlap each other, or are fastened one to the other, the seam shall be sealed with an industrial grade poly-urethane sealer during and after fmal assembly to insure water tight joints. A one-piece aggregate angle shall be installed over each corner joint. 11. DOOR ASSEMBLY The size of doors Is noted below. The door shall be a commercial grade insulated steel door manufactured from a minimum of 20-gage steel. The doorframe shall be a commercial grade heavy-duty steel doorframe manufactured from a minimum of 16-gage steel. The door and frame shall be painted with high quality exterior grade paint, suitable for use on metal. The door hinges shall be heavy-duty stainless steel ball bearing hinges with non-removable pins capable of supporting the door over an extended time of frequent use. The door shall be equipped with a heavy-duty commercial grade deadbolt lock and pushbutton lock. 12. ELECTRICAL All electrical wiring shall be in conduit and raceways, All conduit, raceways, fittings, and hardware shall be galvanized steel or rustproof metal. Conduit shall have reamed ends secured to boxes or raceways with compression type connectors. Bends shall be made so that conduit will not be injured or the internal diameter of the conduit reduced. Conduit kinked, crushed, or damaged will be rejected. All conduit shall be anchored in place at least every four feet. All conduit shall be exposed and attached to the inside surface of the shelter. All wire is copper. All wire runs shall be continuous. The proposed shelter shall be equipped with the following electrical items: (typical list) DOORS: • QTY/Size: (1)3'-6"x 7'-0"—RHR Swing. Equipment Room. • QTY/Size: (1)4'-0"x 7'-0"—LHR Swing. Generator Room. • Door Type: 18 ga.Insulated Door,painted to match exterior finish with lever handle.With placards. • Frame Type: 16 ga.painted galvanized metal frame • Lockset: Pad Lock receptacle for Rio Blanco locking system • Hinges: NRP - SS hinges • Weather Strip: Magnetic Weather Stripping • Threshold: Saddle type threshold,mill fmish aluminum • Door Sweep: Neoprene style,mill finish aluminum • Anti-Pick Plate: Latch Guard/or equal. • Hold Back: Door bumper/"T"hold back combination&stay chain. • Drip Cap: Aluminum drip cap full width of door. • Thermo Bond Buildings,Inc..P0 Box 445.209 N.Conrl•Elk Point,SD 57025.800-356-2686 4 ELECTRICAL: • Service: 120/240V 200A 1PH • Surge Suppression: (2) (Type 2),Surge device on main panel/ATS • Breaker Panel: (1)200A Main Breaker panel—42 Space, 120/240,200 amp • Receptacles: (16) 120V20A Duplex specification grade receptacles. 2 per wall per room. • GFI Receptacles: (1)Exterior GFI specification grade receptacle on own circuit. Note: all electrical conduits to be galvanized EMT and fittings to be compression type.No set screw type permitted. Horizontal runs of EMT to be installed 7'-6"aff whenever possible.All flex conduit to be seal tight type. Wire-way, conduit and/or drop box will be properly de- rated for compliance with current adopted edition of NEC code. LIGHTING: • Interior: (1)Batch of Interior Lights per energy code • Exterior: (1)LED Exterior light with top cover.Motion detector • Wall Switch: (3)20A Single pole switch,Leviton CS120-2I • Conduit/Sleeve: (1)Batch as required for entry ports. GENERATOR: • 50kW Propane: (1) 120/240 1PH,Interior Set. • Accessories Intake and Exhaust louvers.Wall thimbles for fuel and exhaust and fuel piping to an external wall port. • Hoods Intake and exhaust hoods,automatic louvers and dampers, 12"exhaust fan and thermostat. • Start Up- Includes site start up and testing--load bank test excluded • Controls- Microprocessor controls for automatic start, system monitoring and protection. The controller system shall be capable of PC based updating of parameters and provide alarms via e-mail and test message. • Automatic Transfer switch (1)200 amp ATS and all associated wiring AIR CONDITIONING/HEATING: • Quantity: (2)-Marvair AVPA-48AC-050-C-AS-100 • Description: 48,000 btu units with integrated 5kW heat strips, time delay anti-short cycle timer,high and low pressure switch, low ambient control, and a one year parts and labor guarantee. With economizer. • Temp. Control: (1)Lead Lag,Marvair Commstat III. • Generator room (1)5 kW baseboard heater • Temp. Control: (1)Line voltage thermostat, generator room ALARM SYSTEM: Excluded Thermo Bond Buildings,Inc.•PO Box 995.209 N.Court•Elk Point,SD 57025.800-356-2686 5 CABLE ENTRY: • Cable Entry Port: (1)3 x 6 port wave guide plus blank off plates or caps • Wall Ports (1)Batch as required • Electrical (1)2.5"sleeved opening for power feed CABLE LADDER: Excluded GROUNDING:R56 • Halo System: No. 2 AWG Bare,stranded copper wire around inside perimeter of building/rooms as shown on supplied plans with each end lugged to master ground bar, Single point system • Ground Bars: (1)--4"x 20"Master ground bar • Bonding Bond all boxes over 4x4;doors,HVAC and skid system MISCELLANEOUS: • Telco Board: (1)4'-0"x 8'-0"x 3/4"plywood covered with FRP • Binder Holder: (1)Wall pocket for storage of documentation • Stamped drawings (3)sets of PE stamped drawings 13. FREIGHT Cost includes freight to Meeker,CO for offloading Final delivery to the site by others. 14. DRAWINGS Three(3)sets of shelter drawings for approval shall be provided before construction and three (3)sets of "as built"drawings shall be provided with the shelter. 15. MISCELLANEOUS Building foundation anchor bolts, hold-down clamps and foundation installation drawings shall be provided. • Thermo Bond Buildings,Inc.•PO Box 445.209 N.Court•Elk Point,SD 57025'800-356-2686 6 MAJOR CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION I. THERMO BOND AGGREGATE PANEL The standard exterior of a Thermo Bond shelter is the Thermo Bond Aggregate Panel. The Thermo Bond Aggregate Panel is impervious to weathering and environmental elements and is virtually maintenance free. The panel is widely used in the construction of office buildings and other commercial property. (See Sample) 2. THERMO BOND SEALER At all points in the structure where two pieces of exterior material come together, butt against each other, overlap each other, or are fastened one to the other, the seam is sealed with an industrial grade poly-urethane caulking material to insure water tight joints and connections. 3. THERMO BOND PLY-SEAL ROOF The Thermo Bond Ply-Seal Roof is composed of a 45 mil commercial rubber roofing material bonded to the top layer of%" CDX with commercial bonding glue. 4. STAINLESS STEEL SCREWS The Thermo Bond Stone Aggregate Panel and all other attachments to the exterior of the shelter are made with the use of stainless steel screws. 5. METHODS OF CONSTRUCTION Thermo Bond shelters are constructed with a minimum of 2"x4" on 16" centers. The walls, roof and floor are all fastened together using 6"and 3"lag bolts. Thermo Bond Buildings,Inc..PO Box 445.209 N.Conrt•EIk Point,SD 57025.800-356-2686 7 WARRANTY Thefollowing warranty applies to Thermo Bond Buildings,Inc.furnished products: 1. Purchased Electrical Items - purchased electrical items, including but not limited to heaters, air conditioners, main breaker and distribution panels, lights and thermostats carry the original manufacturer's warranty. No other warranty is expressed or implied by Thermo Bond Buildings,Inc. 2. Door, Door Frames,Door Locks, Door Seals, Door Hinges and Other Related items carry the original manufacturer's warranty. No other warranty is expressed or implied by Thermo Bond Buildings,Inc. 3. Excluding the above, Thermo Bond Buildings, Inc. warrants that the Thermo Bond building supplied under this Contract, Contract No. , to be free from defects of design, material and workmanship or any combination of the former for a period of 1 year from the above referenced Contract Date. Failure of any part of the building structure, excluding acts of vandalism, God and sabotage, caused by forces stated in the Specifications for which the shelter was supplied or stated in the Proposal which caused the Owner of the building to purchase the building under the above referenced Contract, will be repaired or replaced by Thermo Bond Buildings,Inc. in such manner that the repair or replacement will be as originally supplied. The shelter must be used for the purpose the shelter was purchased and must be put in service in a reasonable amount of time after purchase. The option to repair or replace the failed item shall be the sole decision of Thermo Bond Buildings,Inc. 4. Any liability for consequential and/or incidental damages is expressly declaimed. Thermo Bond Buildings, Inc. liability in all events is limited to, and shall not exceed, the purchase price paid. II • • • Thermo Bowl Buildings,h,c.•PO Bos 445.209 N.Couri•ElkPoint,SD 57025.800-356-2686 8 ,SHEDULES Technical Submittals 1. Three(3)sets of Preliminary drawings for approval: 20 days ARO * (if certified drawings are required) 30 days ARO * 2. Two(2) sets of"As Built"drawings with delivery *After Receipt of Order SHELTER DELIVERY F.O.B. Pitkin County Colorado—Final delivery to the site is by others Thermo Bond&dldrngs,inc.•P0 Box 445.209 N.Com7•E1k Poini,'SD 57025.800-356-2686 9 PROFESSIONAL EXPERTISE Thermo Bond Buildings designs, builds, and installs electronic equipment shelters only. We do nothing else. We make nothing else. There is no substitute for hard earned, practical, hands-on field experience. Through the years we have gained that experience by working closely with people such as you. We understand the problems that you face. It is our 'f responsibility to do so, and we take this responsibility very seriously. Please, contact any of the people for whom we have worked. i Wireless 1. Sprint PCS 2. Western Wireless 3. UBET Wireless 4. Thumb Cellular Richard Sheen Melissa Woods Allen Benion Mike Gremel Irving, TX Bellevue, WA Roosevelt, UT Pigeon, MI (972) 405-1281 (425) 586-8602 (435) 828-0031 (989) 453-4333 5. Advantage Cellular 6. Souris River Tele 7. Inland Cellular 8. Allcomm Wireless Daryle Fowler Scott Pfennig Richard Jackson Jason Lawrence • Alexandria, TN Minot, ND Uniontown, WA Birmingham, AL (615) 464-2355 (701) 838-9715 (509) 229-3311 (205) 591-8804 State 1. State of Alaska 2. Iowa DOT 3. Montana DOT 4. State of Nevada Dean Strid Steve Gray Jerry Dupler Mike Johnson Anchorage, AK Ames, IA Helena, MT Carson City, NV (907) 269-5764 (515) 239-1552 (406) 444-6305 (775) 684-7375 5. State of TN DOT 6. WI Patrol Hdgtrs. 7. Arkansas Ed TV 8. University of NC-TV Mike Carroll Brian Hudson Greg Miller Wayne Estabrooks Nashville, TN Eau Claire, WI Conway, AR RTP, NC (615) 350-3430 (715) 839-3788 (501) 682-4154 (919) 549-7265 County & Local 1. Provo Mn Utilities 2. Bradford CO 911 3. Colorado Springs 4. Monona County, IA Dave Henson Jeff Overdor£f Marty Wilson Rick peen Provo, UT Towanda, PA Colorado Springs, CO Onawa, IA (801) 375-5805 (570) 265-5022 (719) 668-3985 (712) 423-1414 5. Garfield Co, CO 6. Roselle, NJ 7. Hall Co, GA 8. Rock County 911 Robert Kibler Jon Young Bob Anderson David Sleeter Rifle, CO Roselle, NJ Gainsville, GA Janesville, WI (970) 625-8280 (908) 245-3152 (770) 531-6764 (608) 757-5100 Telephone Companies 1. Matanuska Tele 2. Prairie Wave 3. Long Lines 4. Rural Telephone Tom Flodin Larry Sorenson Tony Mau Dennis Johnson Palmer, AK Irene, SD Sergeant Bluff, IA Lenora, KS Thermo Bond Buildings,Inc.•PO Box 445.209 N.COro7•ElkPoint,SD 57025.80D-356-2686 • 10 (907) 761-2715 (605) 766-7620 (712) 271-5526 (785) 567-4280 5. Redwood Co Tele. 6. CC Communications 7. South Park Tele 8. Syringe Dan Knight Steve Miller Andy Trinkaus Karen Campbell Wabasso, MN Fallon, NV Hartsel, CO 'Boise, ID (320) 522-0107 (775) 423-7654 (719) 837-6400 (208) 229-6103 Utility Companies 1. Niagra Mohawk Power 2. Great River Energy 3. Tucson Elec. Power 4. Manitoba Hydro Ron Kowalski Kathy Nelson Darrell Cansler Dan Zelich Syracuse, NY Elk River, MN Tucson, AZ Winnipeg, MB 315-428-6989 (763) 241-2220 (520) 745-3596 (204) 474-3339 5. East River Power 6. Louisville G & E 7. Idaho Power Co. 8. Corn Belt Power Co. Dean Feistner John Pulliam Chuck Bishop Al Becker Madison, SD Louisville, KY Boise, ID Humbolt, IA (605) 256-4536 (502) 627-2493 (208) 388-2765 (515) 332-2571 Broadcast Group 1. Clear Channel TV 2. Charter Comm 3. Waitt Media 4. Citadel Steve Pickell Dave Diehl Mike Hendrickson Martin Stabbert Memphis, TN Johnstown, PA Omaha, NE Reno, NV (901) 377-9939 (301) 759-4806 (402) 330-2520 (775) 789-6700 5. Educational Media 6. Salem Comm 7. Marathon Media 8. RF Specialties of CA Tim Bronleewe Tom Moyer Kevin Terry Bill Newbrough Scappoose, OR Lafayette Hill, PA Chicago, IL Las Vegas, NV (503) 543-9701 (610) 260-9881 (801) 412-6080 (888) 737-7321 Federal Government • 1. NAPA 2. SWPA 3. Bureau of Land Mgt 4. DNR Twyla Folk Harry Mardirosian Dale Enger Greg Saaip Huron, SD Tulsa, OK Billings, MT Madison, WI (605) 353-9435 (918) 595-6708 (406) 896-5194 (609) 266-0827 5. DS Border Patrol 6. Bureau of Indian Affairs Gary Stairs Daryl Long Hodgdon, ME Gallup, NM (800) 851-8727 (505) 863-8435 • Thermo Bond Buildings,Inc..130 Box 415.209 N.Court•Elk Point,SD 57025.800-356-2686 I1 Thermo Bond Shelter Questionnaire 1. Shelter Size, Exterior Width Exterior Length Interior Height 2. Exterior Finish, Fiberglass Aggregate Panel (standard) Siding Aluminum Finish Color 3. Skid Assembly Paint w/rust preventative paint (standard) Hot dipped galvanized 4. Shelter Penetrations,Waveguide Ports ports Floor Cable Entry ports 5. Steel Door, Standard (3'x7') (standard) Special 'W x 'H Accessories, Deadbolt Lock (standard) Lock Guard Hydraulic Door Closer Padlock Hasp Chain Doorstop Bullet Resistant Door 357mag 30.06 6. Interior Options, Insulation, R-11 fiberglass batt (standard) or R-27 foam Floor Finish tile (standard) linoleum Interior Finish 5/8"OSB/Glassboard (standard) 1/4"paneling 7. Electrical, amp phase volt Duplex receptacles Fluorescent Light Fixtures 2 tube 4 tube Incandescent Exterior Fixture Emergency Lighting Surge Arrestor (Atlantic Scientific#11214) Halo Ground System Master Ground Bar Generator/Transfer Switch KW Interior Manual Transfer Switch amp Exterior Generator Receptacle amp 8. Air Conditioning, Wall Unit Ton/H w/ KW heat Lead/Lag Timer Thermo Bond Buildings,Iuc.•PO Box 445.209 N.Court•Elk Pont,Si)57025.800-356-2686 12 Window Unit Ton/H 9. Heating, Baseboard watts Fan Forced watts 10. Ventilation, Fan Ventilation System CFM Weatherhoods 11. Cable Ladder, W x L, ' above finished floor 12. Alarm Contacts, Open Door Smoke High Temp. Low Temp. 13, Safety Items, Emergency Eyewash Station First Aid Center Fire Extinguisher type lb. 14.. Shipping, Shipping Location Delivery By Thermo Bond Unloading by Thermo Bond 15. Special Requirements Thermo Bond Buildings,Inc..P0 Box 445.209N.Cou,i.Elk Point,SD 57025.800-356-2686 Exhibit C • Conformance with Specification For each Specification section listed below, please identify whether or not the Bidder intends to fully meet the requirements, excludes some or all of the requirements from the bid, or takes exception to some or all of the requirements by placing an(X)in the appropriate column. For any exclusions or exceptions,include a statement describing which requirements are affected and why the Bidder cannot meet the requirement. Making a notation in the following table will demonstrate that the Bidder has read and understands the referenced Specification section. Meet Exclude Take Section Requirem Item(s) Exception Exclusions/Exception Description ents 5 ,, - ft` z' rte'' mss, 1.2:Site Location X 1.3:Design Criteria X 21)Waitant Iondth n " ,..x-� ..� .' t' a 2.1 Two Year Warranty X 2.2 Correction of Deficiencies X 2.3 Current Design Equipment X 2.4 Qualification of Personnel X A57;ftnVV,.waF": 3.1 Design Standards X 3.2 Site Design and Construction X 3.3 Tower Structural Requirements-General X 3.3.5 American Steel Requirements X 3.3.6 Mill Certificate Submittal X 3.3.8 Dulled Finish Requirements X 3.3.34 Quality Control X 3.4 Tower Foundations—General X 3.4.3 Presumptive Foundation Designs X 3.4.10 Concrete Properties X 3.4.16 Concrete Testing Requirements X 3.5 Tower Removal—General 3.6 Shelter-General X 3.7 Cable Bridge—General X 3.8 Grounding System---General X 3.9 Submittal Requirements—General x Exhibit E 120' " Designed Appurtenance Loading Elev Description Tx-Line Z 130 en SD212D-SF2P2SNM X 120 Flush Mount o 120 7.6 sq.ft.EPA o n z♦ 120 3ft Sidearm m 120 (1) 1/2" w ♦ 120 (1)SY450SF1SNM (1) 112" X 110 (1)SD212DSF2P2SNM N— 'vd — 100' X 100 Flush Mount a 100 3ft Sidearm • ro — 100 (1)SY450SF1SNM (1)1)2" ry 100 (1)1/2" X 'o O @ m 90 36.1 sq.R.EPA (4)112" o N m " 85 Flush Mount ro ♦ 85 (1)HDCA-5 (1) 12" 80 is ' 60 37 sq.R.EPA (4) 1/2" 72 Flush Mount 80' 72 (1)HDCA-5 (1) 1/2" 60 Flush Mount 60 (1)HDCA5 (1) 1/2" M 1O 60 (2)Leg Dish Mount a 6i a X k 1.- v„ 50 (2)4'Solid Dish (2)EW90 o O x ♦ 40 (2)Leg Dish Mount $• - 40 (2)4'Sold Dish (2)EW90 to ♦ 30 (2)Leg Dish Mount O30 (2)4'Solid Dish (2)EW90 0 60' OUW Base Reactions Total Foundation Individual Footing Shear(kips) 48.31 Shear(kips) 27.95 O} Axial(kips) 16.43 Compression(kips) 235 a DO w b Moment(R-kips} 2953 Uplift(kips} 212 rc o a z ♦ Torsion(R-kips) 20.91 ▪ n• O Z '7▪ N Z Material List aDisplay Value th a— Notes ro 1) All legs are (50 Icsi Min.Yield). 0 2) All braces arere A572 Grade 50. 3) Allh brace r olts are S3TL 325-X. @ 4) The tower model Is S3TL Series HD1. 5) waTransmission lines are to be attached to standard 12 hole Xn 0 �, Azimuths M 6) Azimuths are relative(not based on true north). a — 20 ♦ 7) Foundation loads shown are maximums. R W 8) (6)1"dia.edme grade 105 anchor bolts per leg. Minimum 6 � 35.5"embedment from top of concrete to top of nut. 9) All unequal angles are oriented with the short leg vertical. m 10) Weights shown are estimates. Final weights may vary. <13 11) This tower was designed for a basic wind speed of 90 mph with 0"of radial ice,in accordance with ANSIITIA-222-G,Structure Class Ill,Exposure Category C,Topographic Category 3,with a Crest Height of 1650'. 12) The foundation loads shown are factored loads. o' .+0' K3 15'_0" Sti a =_iS I • .0' u O T • m 16 V 0 ti ii O v• b 2 r0 r O. ca,o Sabre communications Corporation oe°t": 17 0438 RSS 7101 Southbridge Drive .__.... ..... .. .._. ........_..__ - Sabre Industries" P.o.Box 658 Customer: ADVANCED TOWER SERVICES INC l Sioux City,lit 51102-0658 Towers and Poles Fhme(712)256-sao Sue Name Williams,CO i. Far 01212730614 ................ ...._..__..... ..........._.,.. ...... ......,.. :._........:.__... klem.cm roma Is e.Me pcye ty a saran�muxa6ma t...p.,dbn.taau ea a Vat 120'120'S3TL etc,d as&6,.d by laat Cede eh MO and MA net I.laptd,eed taplad a ad k,,dada a pd kr _........ _.___.. .. 05 pulpae U10 anm,t are pax rem Lassen of seat Gfmyaedrativp Cmpontat I Date: 5/20/2016 B' PSW Pepe: 1 �r.�.�+��■ No.: 17-0438 Sabre Industries Date: 5/20/16 Towers and Poles By: PSW Customer:ADVANCED TOWER SERVICES INC Site:Williams,CO 120 ft. Model S3TL Series HD1 Self Supporting Tower At 90 mph Wind with no ice per ANSI/TIA-222-G. PRELIMINARY-NOT FOR CONSTRUCTION- Center of Tower Notes: 1). Concrete shall have a minimum \\\\\\: 28-day compressive strength of i \ \ 4500 PSI, in accordance with \\ \ ACI318-11. y ip / \\ A N 2). Rebar to conform to ASTM specification A615 Grade 60, 3).All rebar to have a minimum of 3" concrete cover. V v 4).All exposed concrete corners to be { 12'-9" x 12'-9" chamfered 3/4". 5).The foundation design is based on 25'-6" presumptive clay soil as defined in ANSI/TIA- PLAN VIEW 222-G-2005. It is recommended that a soil analysis of the site be performed to verify the Two(2)#4 ties soil parameters used in the design. 2'-6" within top 5"of is (Typical) Grade concrete V 111111 II=111111 6).The foundation is based on the X "�"— �— — �° following factored loads: Factored download (kips) =16.43 Factored overturn (kip-ft)=2982.64 °- `P--A--0 --0---0.- V V Factored shear(kips)=48.31 25'-6" ELEVATION VIEW (37.76 Cu.Yds.) Rebar Schedule per Mat and per Pier (1 READ.;NOT TO SCALE) (12)#7 vertical rebar w/hooks at bottom w/ Pier #4 Rebar ties,two(2)within top 5"of pier CAUTION: Center of then 12"C/C tower is not in center (47)#6 horizontal rebar evenly spaced each of slab. Mat way top and bottom.(188 total) 7).2.5 ft of soil cover is required over the entire area of the foundation slab. Information contained herein is the sole property of Sabre Towers&Poles,constitutes a trade secret as defined by Iowa Code Ch.550 and shall not be reproduced,copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Towers&Poles. 7101 Southbridge Dr-P.O.Box 658-Sioux City,IA 51102-0658-Phone 712.258.6690-Fax 712.258.8250 i Exhibit F 1 Designed Appurtenance Loading Flee Description Tx-Line 51 (1)SD212DSF2P2SNM (1)VT 41.04 (1)SY450SF1SNM (3)112' I 40 (2)4'Solid Dish (2)RAMO ! 38 (2)Dish Mount(Monopole Only)-Pipe Mount(up to 6'Dish) 38 (2)311 Sidearms 35 Flush Mount(Monopole Only) 35 (1)HOCA-5 (1)1)2 31 (1)6D212D-SF2P2SNM (1)12' I 30 Flush Mount(Monopole Only) 30 (4)K72314 (4)12' li 25 Flush Mount(Monopole Only) ,� • 25 (1)HDCA-5 (1)1/2' Ar 21.94 (1)SY450SF15NM - (1)12" 20 (2)311 Sidearms Load Case Reactions Description Axial(kips) Sheer(kips) Moment(ft-k) Deflection(ft) Sway(deo) 3s Gusted Wind 6.79 5.64 151.94 0.59 1.24 3s Gusted Wird 0 9 Dead 5.09 6.64 151.42 0.69 1.23 . Service Loads. 5.66 1.22 32.56 0.13 0.26 Base Plate Dimensions Shape Diameter Thickness Bolt Circle 13011 city Bolt Diameter Round 20.75' 1" 18.75" 14 0.76' E 4#, Notes ( It 1) Antenna Feed Lines Run Inside Pale i. • 2) All dimensions are above ground level,unless otherwise specified.hi, 3) Weights shown are estimates. Final weights may vary. 4) The Monopole was designed for a basic wind speed of 90 mph with of radial ice,In accordance with ANSI/TIA-222-G,Structure Class III,Exposure Category B,Topographic Category 1. 5) Full Height Step Bolts 1 Z I 2 01 i in2 z a In 7.2 WI wen Wis " z 1 a Q 6 Y K 6 2 a. re 6 F, N Y s GL 9 = i g O Ea2 8en g aii a -, n -- a z' a ,° .1 ,F g 3 d Sabre Communications Corporation Quote: 17-0439-RSS 7101 Southbridge Drive SabrE In US riES„ P.O.Box 658 Cis1on1efv ADVANCED TOWER SERVICES INC SiouxCily.lA51102-0656 .-_ ._....__..-_rosy .....___..._. ..._... ._..... Towers and Poles 1bo (7121218 so SiloNama: TOSV,CO . Fu(712)279001, ........ _.._.......... .._..__. .. ..-...... hdanmoon...,..d b.da b Se aa0 pmptry at sabot c mwcolorts Camnamr.00,080 s a eseo D scnpion: 40 Pipe Pole WSJ a. 0,u by wva Ccde Ch MO rel OW not be npaamM w8d a,used hws.or part w any ps .._.___--......__-_.512012016 ..`..._...__-BY- PSW _.___......_......_._Page:_.. pme unaw Wan/the poo 0,500,cower or Sade cwmvtcatlonr Capora0ah. Date: No.: 17-0439-RSS Sabre Industries- Page: Date: 5/20/16 Towers and Poles By: BD Customer: ADVANCED TOWER SERVICES Site:TOSV,CO 40' Monopole at 90 mph Wind with no ice and 60 mph Wind with 0 in. Ice per ANSIITIA-222-G. PRELIMINARY-NOT FOR CONSTRUCTION- 3'-0" CO Grade Dia. �� Notes: 1).Concrete shall have a minimum A 28-day compressive strength of r 4500 PSI, in accordance with Two (2)#5 ties I— ACI 318-11. within top 5"of concrete I 2). Rebars to conform to ASTM specification A615 Grade 60. 3). All rebar to have a minimum of 3"concrete cover. 4).All exposed concrete corners to be M m chamfered 3/4". 5).The foundation design is based on presumptive clay soil as defined in ANSI/TIA- 222-G-2005. It is recommended that a soil analysis of the site be performed to verify the soil parameters used in the design. I � 6).The foundation is based on the v v following factored loads: Moment (kip-ft)= 151.94 ELEVATION VIEW Axial (kips)= 6.79 (3,53 Cu.Yds.each) Shear(kips)=5.64 (1 REQUIRED;NOT TO SCALE) Rebar Schedule per Pier Pier (10)#7 vertical rebar w/#5 ties,two within top 5"of pier then 12" C/C Information contained herein is the sole property of Sabre Towers&Poles,constitutes a trade secret as defined by Iowa Code Ch.550 and shall not be reproduced,copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Towers&Poles. 7101 Southbridge Drive-P.O.Box 658-Sioux City, IA 51102-0658-Phone 712.258.6690-Fax 712.279.0814 g • p • • • 1 13 Cost Proposal Revised 6/3/16 Item Price Williams A&E Services $7,500.00 Surveying $2,250.00 Foundations Tower $38,500.00 Shelter $19,000.00 Grounding (includes ufer ground) $9,800.00 Tower Steel $34,000.00 Tower erection $24,000.00 Shelter structure $96,000.00 Shelter offload, transport, place, etc. $6,800.00 Generator/Propane work $32,100.00 Site electrical $11,000.00 Mobilization $4,500.00 Demolition and disposal of antennas, $11,500.00 lines, towers and tower foundations. Demolition and disposal of shelter and $9,650.00 foundation Remobilization $2,180.00 General conditions $8,400.00 Subtotal Williams $317,180.00 TOSV Foundations $40,000.00 Monopole steel $25,500.00 Monopole erection $5,900.00 Mobilization $2,400.00 General Conditions $2,700.00 Subtotal -TOSV $76,500.00 Loge Site prep and layout $8,700.00 Foundations and anchors $20,000.00 Antenna support platform steel $19,200.00 Antenna support assembly $18,000.00 Mobilization $2,700.00 General conditions $2,800.00 Subtotal - Loge $71,400.00 Subtotal all sites $465,080.00 Bonds $7,976.20 Total (exclusive of any taxes) $473,056.20 I ,‘, j ti