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Home My WebLink AboutBID - 7345 TRAFFIC SIGNAL POLESCity of Financial Services F6rt Casonollins Purchasing Division 215 N. loot 80 Brt WW Fo CooM CO 8 5n22 970.221.6775 Purchasing 970.221.6707 togov. com/purchasing INVITATION TO BID 7345 TRAFFIC SIGNAL POLES BID OPENING: 3:00 P.M. (our clock), March 9, 2012 The City of Fort Collins is requesting bids from firms for to furnish to the City Traffic Signal Poles per the attached specifications. Vendor must comply with attached Federal Requirements. Sealed bids will be received and publicly opened at the office of the Director of Purchasing and Risk Management, PO Box 580, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80522, at the time and date noted on the bid proposal and/or contract documents. If delivered, they are to be sent to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado 80524. If mailed, the address is P.O. Box 580, Fort Collins, 80522-0580. Bids must be received at the Purchasing Office prior to 3:00 p.m. (our clock), March 9, 2012. The City has an overall DBE goal of 9.9%. There is no specific contract goal for this project but the City encourages proposals from and the use of DBE firms in this project. Questions concerning the scope of the bid should be directed to Britney Sorensen, Traffic Systems Engineer/Supervisor at (970) 416-2268 or bsorensen@fcgov.com. Questions regarding bid submittal or process should be directed to John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com. A copy of the Bid may be obtained as follows: Download the Bid from the Purchasing Webpage, Current Bids page, at: http://fcgov.com/eprocurement Come by Purchasing at 215 North Mason St., 2nd floor, Fort Collins, and request a copy of the Bid. Special Instructions All bids must be properly signed by an authorized representative of the company with the legal capacity to bind the company to the agreement. Bids may be withdrawn up to the date and hour set for closing. Once bids have been accepted by the City and closing has occurred, failure to enter into contract or honor the purchase orderwill be cause for removal of supplier's name from the City of Fort Collins' bidders list for a period of twelve months from the date of the opening. The City may also pursue any remedies available at law or in equity. Bid prices must be held firm for a period of forty-five (45) days after bid openings. Submission of a bid is deemed as acceptance of all terms, conditions and specifications contained in the City's specifications initially provided to the bidder. Any proposed modification must be accepted in writing by the City prior to award of the bid. BID 7345 Traffic Signal Poles Page 1 of 28 holding shall not invalidate or render unenforceable any other provision of this Agreement. 20. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Service Provider represents and agrees that: a. As of the date of this Agreement: 1. Service Provider does not knowingly employ or contract with an illegal alien who will perform work under this Agreement; and 2. Service Provider will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the "e-Verify Program") or the Department Program (the "Department Program"), an employment verification program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Service Provider shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. c. Service Provider is prohibited from using the e-Verify Program or Department Program procedures to undertake pre -employment screening of job applicants while this Agreement is being performed. d. If Service Provider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall: 1. Notify such subcontractor and the City within three days that Service Provider has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 2. Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Service Provider shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that BID 7345 Traffic Signal Poles Page 10 of 28 the subcontractor has not knowingly employed or contracted with an illegal alien. e. Service Provider shall comply with any reasonable request by the Colorado Department of Labor and Employment (the "Department") made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. f. If Service Provider violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Service Provider shall be liable for actual and consequential damages to the City arising out of Service Provider's violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Service Provider violates this provision of this Agreement and the City terminates the Agreement for such breach. 21. Special Provisions. (Optional] Special provisions or conditions relating to the services to be performed pursuant to this Agreement are set forth in Exhibit " ", consisting of ( ) pages, attached hereto and incorporated herein by this reference. BID 7345 Traffic Signal Poles Page 11 of 28 ATTEST: City Clerk APPROVED AS TO FORM: Assistant City Attorney CITY OF FORT COLLINS, COLORADO a municipal corporation By: James B. O'Neill II, CPPO, FNIGP Director of Purchasing and Risk Management By: PRINT NAME CORPORATE PRESIDENT OR VICE PRESIDENT Date: ATTEST: (Corporate Sea[) CORPORATE SECRETARY BID 7345 Traffic Signal Poles Page 12 of 28 INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: "The insurance evidenced by this Certificate will not be cancelled or materially altered, except after ten (10) days written notice has been received by the City of Fort Collins." In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which• may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $500,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. BID 7345 Traffic Signal Poles Page 13 of 28 FEDERAL TRANSIT ADMINISTRATION TABLE OF CONTENTS Federally Required and Other Model Contract Clauses 1. NO GOVERNMENT OBLIGATION TO THIRD PARTIES............................................................... 15 2. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED ACTS..... 15 3. ACCESS TO RECORDS AND REPORTS...................................................................................... 15 4. FEDERAL CHANGES..................................................................................................................... 16 5. TERMINATION................................................................................................................................17 6. CIVIL RIGHTS REQUIREMENTS................................................................................................... 20 7. DISADVANTAGED BUSINESS ENTERPRISE (DBE)................................................................... 21 8. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS .......................... 22 9. GOVERNMENT -WIDE DEBARMENT AND SUSPENSION(NONPROCUREMENT).................... 22 10. BUY AMERICA................................................................................................................................ 23 11. BREACHES AND DISPUTE RESOLUTION................................................................................... 24 12. LOBBYING......................................................................................................................................25 13. CLEAN AIR..................................................................................................................................... 26 14. CLEAN WATER REQUIREMENTS................................................................................................. 27 15. CARGO PREFERENCE REQUIREMENTS....................................................................................27 16. FLY AMERICA REQUIREMENTS................................................................................................... 27 17. ENERGY CONSERVATION REQUIREMENTS..............................................................................28 18. RECYCLED PRODUCTS................................................................................................................28 19. ADA Access.................................................................................................................................... 28 20. CITY OF FORT COLLINS BID PROTEST PROCEDURES............................................................ 28 BID 7345 Traffic Signal Poles Page 14 of 28 1. NO GOVERNMENT OBLIGATION TO THIRD PARTIES No Obligation by the Federal Government. (1) The Purchaser and Contractor acknowledge and agree that, notwithstanding any concurrence by the Federal Government in or approval of the solicitation or award of the underlying contract, absent the express written consent by the Federal Government, the Federal Government is not a party to this contract and shall not be subject to any obligations or liabilities to the Purchaser, Contractor, or any other party (whether or not a party to that contract) pertaining to any matter resulting from the underlying contract. (2) The Contractor agrees to include the above clause in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clause shall not be modified, except to identify the subcontractor who will be subject to its provisions. 2. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED ACTS Program Fraud and False or Fraudulent Statements or Related Acts. (1) The Contractor acknowledges that the provisions of the Program Fraud Civil Remedies Act of 1986, as amended, 31 U.S.C. § 3801 et seq. and U.S. DOT regulations, 'Program Fraud Civil Remedies," 49 C.F.R. Part 31, apply to its actions pertaining to this Project. Upon execution of the underlying contract, the Contractor certifies or affirms the truthfulness and accuracy of any statement it has made, it makes, it may make, or causes to be made, pertaining to the underlying contract or the FTA assisted project for which this contract work is being performed. In addition to other penalties that may be applicable, the Contractor further acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification, the Federal Government reserves the right to impose the penalties of the Program Fraud Civil Remedies Act of 1986 on the Contractor to the extent the Federal Government deems appropriate. (2) The Contractor also acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification to the Federal Government under a contract connected with a project that is financed in whole or in part with Federal assistance originally awarded by FTA under the authority of 49 U.S.C. § 5307, the Government reserves the right to impose the penalties of 18 U.S.C. § 1001 and 49 U.S.C. § 5307(n)(1) on the Contractor, to the extent the Federal Government deems appropriate. (3) The Contractor agrees to include the above two clauses in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clauses shall not be modified, except to identify the subcontractor who will be subject to the provisions. 3. ACCESS TO RECORDS AND REPORTS Access to Records - The following access to records requirements apply to this Contract: A. Where the Purchaser is not a State but a local government and is the FTA Recipient or a subgrantee of the FTA Recipient in accordance with 49 C.F.R. 18.36(i), the Contractor agrees to provide the Purchaser, the FTA Administrator, the Comptroller General of the United States or any of their authorized representatives access to any books, BID 7345 Traffic Signal Poles Page 15 of 28 documents, papers and records of the Contractor which are directly pertinent to this contract for the purposes of making audits, examinations, excerpts and transcriptions. Contractor also agrees, pursuant to 49 C.F.R. 633.17 to provide the FTA Administrator or his authorized representatives including any PMO Contractor access to Contractors records and construction sites pertaining to a major capital project, defined at 49 U.S.C. 5302(a)1, which is receiving federal financial assistance through the programs described at 49 U.S.C. 5307, 5309 or 5311. B. The Contractor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. C. The Contractor agrees to maintain all books, records, accounts and reports required under this contract for a period of not less than three years after the date of termination or expiration of this contract, except in the event of litigation or settlement of claims arising from the performance of this contract, in which case Contractor agrees to maintain same until the Purchaser, the FTA Administrator, the Comptroller General, or any of their duly authorized representatives, have disposed of all such litigation, appeals, claims or exceptions related thereto. Reference 49 CFR 18.39(i)(11). D. FTA does not require the inclusion of these requirements in subcontracts. Requirements for Access to Records and Reports by Types of Contract Contract Operational Turnkey Construction Architectural Acquisition _Professional Services Characteristics Service . Engineering of Rolling Contract Stock I State Grantees None Those None None None None a. Contracts below SAT imposed on ($100,000) state pass thru None to Contractor Yes, if non- None unless None unless None unless non- b. Contracts above unless' competitive non- non- competitive award $100,000/Capital non- award or if competitive competitive Projects competitive funded thru2 award award award 5307/5309/53 11 II Non State Grantees Those a. Contracts below SAT - Yes 3 imposed on Yes Yes Yes Yes ($100,000) non -state b. Contracts above Yes3 Grantee pass Yes Yes Yes Yes $100,000/Capital thru to Projects Contractor Sources of Authority: 149 USC 5325 (a) z 49 CFR 633.17 318 CFR 18.36 (i) 4. FEDERAL CHANGES Federal Changes - Contractor shall at all times comply with all applicable FTA regulations, policies, procedures and directives, including without limitation those listed directly or by reference in the Master Agreement between Purchaser and FTA, as they may be amended or promulgated from BID 7345 Traffic Signal Poles Page 16 of 28 time to time during the term of this contract. Contractor's failure to so comply shall constitute a material breach of this contract. 5. TERMINATION a. Termination for Convenience (General Provision) The City may terminate this contract, in whole or in part, at any time by written notice to the Contractor when it is in the Government's best interest. The Contractor shall be paid its costs, including contract close-out costs, and profit on work performed up to the time of termination. The Contractor shall promptly submit its termination claim to the City to be paid the Contractor. If the Contractor has any property in its possession belonging to the City, the Contractor will account for the same, and dispose of it in the manner the City directs. b. Termination for Default [Breach or Cause] (General Provision) If the Contractor does not deliver supplies in accordance with the contract delivery schedule, or, if the contract is for services, the Contractor fails to perform in the manner called for in the contract, or if the Contractor fails to comply with any other provisions of the contract, the City may terminate this contract for default. Termination shall be effected by serving a notice of termination on the contractor setting forth the manner in which the Contractor is in default. The contractor will only be paid the contract price for supplies delivered and accepted, or services performed in accordance with the manner of performance set forth in the contract. If it is later determined by the City that the Contractor had an excusable reason for not performing, such as a strike, fire, or flood, events which are not the fault of or are beyond the control of the Contractor, the City, after setting up a new delivery of performance schedule, may allow the Contractor to continue work, or treat the termination as a termination for convenience. c. Opportunity to Cure (General Provision) The City in its sole discretion may, in the case of a termination for breach or default, allow the Contractor [an appropriately short period of time] in which to cure the defect. In such case, the notice of termination will state the time period in which cure is permitted and other appropriate conditions If Contractor fails to remedy to the City's satisfaction the breach or default of any of the terms, covenants, or conditions of this Contract within [ten (10) days] after receipt by Contractor of written notice from the City setting forth the nature of said breach or default, the City shall have the right to terminate the Contract without any further obligation to Contractor. Any such termination for default shall not in any way operate to preclude the City from also pursuing all available remedies against Contractor and its sureties for said breach or default. d. Waiver of Remedies for any Breach In the event that the City elects to waive its remedies for any breach by Contractor of any covenant, term or condition of this Contract, such waiver by the City shall not limit the City's remedies for any succeeding breach of that or of any other term, covenant, or condition of this Contract. e. Termination for Convenience (Professional or Transit Service Contracts) The City, by written notice, may terminate this contract, in whole or in part, when it is in the Government's interest. If this contract is terminated, the City shall be liable only for payment under the payment provisions of this contract for services rendered before the effective date of termination. f. Termination for Default (Supplies and Service) If the Contractor fails to deliver supplies or to perform the services within the time specified in this contract or any extension or if the Contractor fails to comply with any other provisions of this contract, the City may terminate this BID 7345 Traffic Signal Poles Page 17 of 28 contract for default. The City shall terminate by delivering to the Contractor a Notice of Termination specifying the nature of the default. The Contractor will only be paid the contract price for supplies delivered and accepted, or services performed in accordance with the manner or performance set forth in this contract. If, after termination for failure to fulfill contract obligations, it is determined that the Contractor was not in default, the rights and obligations of the parties shall be the same as if the termination had been issued for the convenience of the City. g. Termination for Default (Transportation Services) If the Contractorfails to pick up the commodities or to perform the services, including delivery services, within the time specified in this contract or any extension or if the Contractor fails to comply with any other provisions of this contract, the City may terminate this contract for default. The City shall terminate by delivering to the Contractor a Notice of Termination specifying the nature of default. The Contractor will only be paid the contract price for services performed in accordance with the manner of performance set forth in this contract. If this contract is terminated while the Contractor has possession of Recipient goods, the Contractor shall, upon direction of the City, protect and preserve the goods until surrendered to the Recipient or its agent. The Contractor and the City shall agree on payment for the preservation and protection of goods. Failure to agree on an amount will be resolved under the Dispute clause. If, after termination for failure to fulfill contract obligations, it is determined that the Contractor was not in default, the rights and obligations of the parties shall be the same as if the termination had been issued for the convenience of the City. h. Termination for Default (Construction) If the Contractor refuses or fails to prosecute the work or any separable part, with the diligence that will insure its completion within the time specified in this contract or any extension or fails to complete the work within this time, or if the Contractor fails to comply with any other provisions of this contract, the City may terminate this contract for default. The City shall terminate by delivering to the Contractor a Notice of Termination specifying the nature of the default. In this event, the Recipient may take over the work and compete it by contractor otherwise, and may take possession of and use any materials, appliances, and plant on the work site necessary for completing the work. The Contractor and its sureties shall be liable for any damage to the Recipient resulting from the Contractor's refusal or failure to complete the work within specified time, whether or not the Contractor's right to proceed with the work is terminated. This liability includes any increased costs incurred by the Recipient in completing the work. The Contractor's right to proceed shall not be terminated nor the Contractor charged with damages under this clause if- 1. the delay in completing the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such causes include: acts of God, acts of the Recipient, acts of another Contractor in the performance of a contract with the Recipient, epidemics, quarantine restrictions, strikes, freight embargoes; and 2. the contractor, within [10] days from the beginning of any delay, notifies the City in writing of the causes of delay. If in the judgment of the City, the delay is BID 7345 Traffic Signal Poles Page 18 of 28 excusable, the time for completing the work shall be extended. The judgment of the City shall be final and conclusive on the parties, but subject to appeal under the Disputes clauses. If, after termination of the Contractor's right to proceed, it is determined that the Contractorwas not in default, or that the delay was excusable, the rights and obligations of the parties will be the same as if the termination had been issued for the convenience of the Recipient. I. Termination for Convenience or Default (Architect and Engineering) The City may terminate this contract in whole or in part, for the Recipient's convenience or because of the failure of the Contractor to fulfill the contract obligations. The City shall terminate by delivering to the Contractor a Notice of Termination specifying the nature, extent, and effective date of the termination. Upon receipt of the notice, the Contractor shall (1) immediately discontinue all services affected (unless the notice directs otherwise), and (2) deliver to the Contracting Officer all data, drawings, specifications, reports, estimates, summaries, and other information and materials accumulated in performing this contract, whether completed or in process. If the termination is for the convenience of the Recipient, the Contracting Officer shall make an equitable adjustment in the contract price but shall allow no anticipated profit on unperformed services. If the termination is for failure of the Contractor to fulfill the contract obligations, the Recipient may complete the work by contact or otherwise and the Contractor shall be liable for any additional cost incurred by the Recipient. If, after termination for failure to fulfill contract obligations, it is determined that the Contractor was not in default, the rights and obligations of the parties shall be the same as if the termination had been issued for the convenience of the Recipient. j. Termination for Convenience of Default (Cost -Type Contracts) The City may terminate this contract, or any portion of it, by serving a notice or termination on the Contractor. The notice shall state whether the termination is for convenience of the City or for the default of the Contractor. If the termination is for default, the notice shall state the manner in which the contractor has failed to perform the requirements of the contract. The Contractor shall account for any property in its possession paid for from funds received from the City, or property supplied to the Contractor by the City. If the termination is for default, the City may fix the fee, if the contract provides for a fee, to be paid the contractor in proportion to the value, if any, of work performed up to the time of termination. The Contractor shall promptly submit its termination claim to the City and the parties shall negotiate the termination settlement to be paid the Contractor. If the termination is for the convenience of the City, the Contractor shall be paid its contract close- out costs, and a fee, if the contract provided for payment of a fee, in proportion to the work performed up to the time of termination. If, after serving a notice of termination for default, the City determines that the Contractor has an excusable reason for not performing, such as strike, fire, flood, events which are not the fault of and are beyond the control of the contractor, the City, after setting up a new work schedule, may allow the Contractor to continue work, or treat the termination as a termination for convenience. BID 7345 Traffic Signal Poles Page 19 of 28 Only bids properly received by the Purchasing Office will be accepted. All bids should be clearly identified by the bid number and bid name contained in the bid proposal. No proposal will be accepted from, or any purchase order awarded, to any person, firm or corporation in default on any obligation to the City. Bids must be furnished exclusive of any federal excise tax, wherever applicable. Bidders must be properly licensed and secure necessary permits wherever applicable. Bidders not responding to this bid will be removed from our automated vendor listing for the subject commodities. The City may elect where applicable, to award bids on an individual item/group basis or on a total bid basis, whichever is most beneficial to the City. The City reserves the right to accept or reject any and all bids, and to waive any irregularities or informalities. Sales prohibited/conflict of interest: no officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision - making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity, favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid. All freight charges must be included in prices submitted on proposal. Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid figures and not entered as separate pricing on the proposal form. Purchasing restrictions: your authorized signature of this bid assures your firm's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing Office or the City Clerk's Office. Request Resolution 91-121 for cement restrictions. Collusive or sham bids: any bid deemed to be collusive or a sham bid will be rejected and reported to authorities as such. Your authorized signature of this bid assures that such bid is genuine and is not a collusive or sham bid. Bid results: for information regarding results for individual bids send a self-addressed, self -stamped envelope and a bid tally will be mailed to you. Bid results will be posted in our office 7 days after the bid opening. James B. O'Neill II, CPPO, FNIGP Director of Purchasing and Risk Management BID 7345 Traffic Signal Poles Page 2 of 28 6. CIVIL RIGHTS REQUIREMENTS Civil Rights - The following requirements apply to the underlying contract: (1) Nondiscrimination - In accordance with Title VI of the Civil Rights Act, as amended, 42 U.S.C. § 2000d, section 303 of the Age Discrimination Act of 1975, as amended, 42 U.S.C. § 6102, section 202 of the Americans with Disabilities Act of 1990, 42 U.S.C. § 12132, and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees that it will not discriminate against any employee or applicant for employment because of race, color, creed, national origin, sex, age, or disability. In addition, the Contractor agrees to comply with applicable Federal implementing regulations and other implementing requirements FTA may issue. (2) Equal Employment Opportunity - The following equal employment opportunity requirements apply to the underlying contract: (a) Race, Color, Creed, National Origin, Sex - In accordance with Title VI of the Civil Rights Act, as amended, 42 U.S.C. § 2000e, and Federal transit laws at 49 U.S.C. § 5332, the Contractor agrees to comply with all applicable equal employment opportunity requirements of U.S. Department of Labor (U.S. DOL) regulations, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor," 41 C.F.R. Parts 60 et seg., (which implement Executive Order No. 11246, "Equal Employment Opportunity," as amended by Executive Order No. 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," 42 U.S.C. § 2000e note), and with any applicable Federal statutes, executive orders, regulations, and Federal policies that may in the future affect construction activities undertaken in the course of the Project. The Contractor agrees to take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, creed, national origin, sex, or age. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (b) Age - In accordance with section 4 of the Age Discrimination in Employment Act of 1967, as amended, 29 U.S.C. § § 623 and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees to refrain from discrimination against present and prospective employees for reason of age. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (c) Disabilities - In accordance with section 102 of the Americans with Disabilities Act, as amended, 42 U.S.C. § 12112, the Contractor agrees that it will comply with the requirements of U.S. Equal Employment Opportunity Commission, 'Regulations to Implement the Equal Employment Provisions of the Americans with Disabilities Act," 29 C.F.R. Part 1630, pertaining to employment of persons with disabilities. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (3) The Contractor also agrees to include these requirements in each subcontract financed in whole or in part with Federal assistance provided by FTA, modified only if necessary to identify the affected parties. BID 7345 Traffic Signal Poles Page 20 of 28 7. DISADVANTAGED BUSINESS ENTERPRISE (DBE) a. This contract is subject to the requirements of Title 49, Code of Federal Regulations, Part 26, Participation by Disadvantaged Business Enterprises in Department of Transportation Financial Assistance Programs. The national goal for participation of Disadvantaged Business Enterprises (DBE) is 10%. The agency's overall goal for DBE participation is _ %. A separate contract goal [of _ % DBE participation has] [has not] been established for this procurement. b. The contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of this DOT -assisted contract. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as City of Fort Collins deems appropriate. Each subcontract the contractor signs with a subcontractor must include the assurance in this paragraph (see 49 CFR 26.13(b)). C. (if a separate contract goal has been established, use the following) Bidders/offerors are required to document sufficient DBE participation to meet these goals or, alternatively, document adequate good faith efforts to do so, as provided for in 49 CFR 26.53. Award of this contract is conditioned on submission of the following [concurrent with and accompanying sealed bid] [concurrent with and accompanying an initial proposal] [prior to award]: 1. The names and addresses of DBE firms that will participate in this contract; 2. A description of the work each DBE will perform; 3. The dollar amount of the participation of each DBE firm participating; 4. Written documentation of the bidder/offeror's commitment to use a DBE subcontractor whose participation it submits to meet the contract goal; 5. Written confirmation from the DBE that it is participating in the contract as provided in the prime contractor's commitment; and 6. If the contract goal is not met, evidence of good faith efforts to do so. [Bidders][Offerors] must present the information required above [as a matter of responsiveness] [with initial proposals] [prior to contract award] (see 49 CFR 26.53(3)). (if no separate contract goal has been established, use the following) The successful bidder/offeror will be required to report its DBE participation obtained through race -neutral means throughout the period of performance. d. The contractor is required to pay its subcontractors performing work related to this contract for satisfactory performance of that work no later than 30 days after the contractor's receipt of payment for that work from the City of Fort Collins. In addition, [the contractor may not hold retainage from its subcontractors.] [is required to return any retainage payments to those subcontractors within 30 days after the subcontractor's work related to this contract is satisfactorily completed.] [is required to return any retainage payments to those subcontractors within 30 days after incremental BID 7345 Traffic Signal Poles Page 21 of 28 acceptance of the subcontractor's work by the City of Fort Collins and contractor's receipt of the partial retainage payment related to the subcontractor's work.] e. The contractor must promptly notify City of Fort Collins whenever DBE subcontractor performing work related to this contract is terminated or fails to complete its work, and must make good faith efforts to engage another DBE subcontractor to perform at least the same amount of work. The contractor may not terminate any DBE subcontractor and perform that work through its own forces or those of an affiliate without prior written consent of City of Fort Collins. 8. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS Incorporation of Federal Transit Administration (FTA) Terms -The preceding provisions include, in part, certain Standard Terms and Conditions required by DOT, whether or not expressly set forth in the preceding contract provisions. All contractual provisions required by DOT, as set forth in FTA Circular 4220.1 E, are hereby incorporated by reference. Anything to the contrary herein notwithstanding, all FTA mandated terms shall be deemed to control in the event of a conflict with other provisions contained in this Agreement. The Contractor shall not perform any act, fail to perform any act, or refuse to comply with any (name of grantee) requests which would cause (name of grantee) to be in violation of the FTA terms and conditions. 9. GOVERNMENT -WIDE DEBARMENT AND SUSPENSION (NON PROCUREMENT) Background and Applicability In conjunction with the Office of Management and Budget and other affected Federal agencies, DOT published an update to 49 CFR Part 29 on November 26, 2003. This government -wide regulation implements Executive Order 12549, Debarment and Suspension, Executive Order 12689, Debarment and Suspension, and 31 U.S.C. 6101 note (Section 2455, Public Law 103-355, 108 Stat. 3327). The provisions of Part 29 apply to all grantee contracts and subcontracts at any level expected to equal or exceed $25,000 as well as any contract or subcontract (at any level) for Federally required auditing services. 49 CFR 29.220(b). This represents a change from prior practice in that the dollar threshold for application of these rules has been lowered from $100,000 to $25,000. These are contracts and subcontracts referred to in the regulation as "covered transactions." Grantees, contractors, and subcontractors (at any level) that enter into covered transactions are required to verify that the entity (as well as its principals and affiliates) they propose to contract or subcontract with is not excluded or disqualified. They do this by (a) Checking the Excluded Parties List System, (b) Collecting a certification from that person, or (c) Adding a clause or condition to the contract or subcontract. This represents a change from prior practice in that certification is still acceptable but is no longer required. 49 CFR 29.300. Grantees, contractors, and subcontractors who enter into covered transactions also must require the entities they contract with to comply with 49 CFR 29, subpart C and include this requirement in their own subsequent covered transactions (i.e., the requirement flows down to subcontracts at all levels). Clause Language The following clause language is suggested, not mandatory. It incorporates the optional method of verifying that contractors are not excluded or disqualified by certification. BID 7345 Traffic Signal Poles Page 22 of 28 Suspension and Debarment This contract is a covered transaction for purposes of 49 CFR Part 29. As such, the contractor is required to verify that none of the contractor, its principals, as defined at 49 CFR 29.995, or affiliates, as defined at 49 CFR 29.905, are excluded or disqualified as defined at 49 CFR 29.940 and 29.945. The contractor is required to comply with 49 CFR 29, Subpart C and must include the requirement to comply with 49 CFR 29, Subpart C in any lower tier covered transaction it enters into. By signing and submitting its bid or proposal, the bidder or proposer certifies as follows: The certification in this clause is a material representation of fact relied upon by {insert agency name). If it is later determined that the bidder or proposer knowingly rendered an erroneous certification, in addition to remedies available to {insert agency name), the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. The bidder or proposer agrees to comply with the requirements of 49 CFR 29, Subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower tier covered transactions. 10. BUY AMERICA The contractor agrees to comply with 49 U.S.C. 5323(j) and 49 C.F.R. Part 661, which provide that Federal funds may not be obligated unless steel, iron, and manufactured products used in FTA-funded projects are produced in the United States, unless a waiver has been granted by FTA or the product is subject to a general waiver. General waivers are listed in 49 C.F.R. 661.7, and include final assembly in the United States for 15 passenger vans and 15 passenger wagons produced by Chrysler Corporation, and microcomputer equipment and software. Separate requirements for rolling stock are set out at 49 U.S.C. 5323(j)(2)(C) and 49 C.F.R. 661.11. Rolling stock must be assembled in the United States and have a 60 percent domestic content. A bidder or offeror must submit to the FTA recipient the appropriate Buy America certification (below) with all bids or offers on FTA-funded contracts, except those subject to a general waiver. Bids or offers that are not accompanied by a completed Buy America certification must be rejected as nonresponsive. This requirement does not apply to lower tier subcontractors. Certification requirement for procurement of steel, iron, or manufactured products Certificate of Compliance with 49 U.S.C. 5323U)(1) The bidder or offeror hereby certifies that it will meet the requirements of 49 U.S.C. 5323(j)(1) and the applicable regulations in 49 C.F.R. Part 661.5. Date Signature Company Name Title Certificate of Non -Compliance with 49 U.S.C. 53236)(1) BID 7345 Traffic Signal Poles Page 23 of 28 The bidder or offeror hereby certifies that it cannot comply with the requirements of 49 U.S.C. 5323(j)(1) and 49 C.F.R. 661.5, but it may qualify for an exception pursuant to 49 U.S.C. 5323(j)(2)(A), 5323(j)(2)(B), or 5323(j)(2)(D), and 49 C.F.R. 661.7. Date Signature Company Name Title Certification requirement for procurement of buses, other rolling stock and associated equipment Certificate of Compliance with 49 U.S.C. 53236)(2)(C). The bidder or offeror hereby certifies that it will comply with the requirements of 49 U.S.C. 5323(j)(2)(C) and the regulations at 49 C.F.R. Part 661.11. Date Signature Company Name Title Certificate of Non -Compliance with 49 U.S. C. 5323g)(2)(C) The bidder or offeror hereby certifies that it cannot comply with the requirements of 49 U.S.C. 5323(j)(2)(C) and 49 C.F.R. 661.11, but may qualify for an exception pursuant to 49 U.S.C. 5323(j)(2)(A), 5323(j)(2)(B), or 5323(j)(2)(D), and 49 CFR 661.7. Date Signature Company Name Title 11. BREACHES AND DISPUTE RESOLUTION Disputes - Disputes arising in the performance of this Contract which are not resolved by agreement of the parties shall be decided in writing by the authorized representative of City's [title of employee]. This decision shall be final and conclusive unless within [ten (10)] days from the date of receipt of its copy, the Contractor mails or otherwise furnishes a written appeal to the [title of employee]. In connection with any such appeal, the Contractor shall be afforded an opportunity to be heard and to offer evidence in support of its position. The decision of the [title of employee] shall be binding upon the Contractor and the Contractor shall abide be the decision. Performance During Dispute - Unless otherwise directed by City, Contractor shall continue performance under this Contract while matters in dispute are being resolved. BID 7345 Traffic Signal Poles Page 24 of 28 Claims for Damages - Should either party to the Contract suffer injury or damage to person or property because of any act or omission of the party or of any of his employees, agents or others for whose acts he is legally liable, a claim for damages therefor shall be made in writing to such other party within a reasonable time after the first observance of such injury of damage. Remedies - Unless this contract provides otherwise, all claims, counterclaims, disputes and other matters in question between the City and the Contractor arising out of or relating to this agreement or its breach will be decided by arbitration if the parties mutually agree, or in a court of competent jurisdiction within the State in which the City is located. Rights and Remedies - The duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder shall be in addition to and not a limitation of any duties, obligations, rights and remedies otherwise imposed or available bylaw. No action or failure to act by the City, (Architect) or Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of or acquiescence in any breach thereunder, except as may be specifically agreed in writing. 12. LOBBYING Modifications have been made to the Clause pursuant to Section 10 of the Lobbying Disclosure Act of 1995, P.L. 104-65 (to be codified at 2 U.S.C. § 1601, et seq.] - Lobbying Certification and Disclosure of Lobbying Activities for third party contractors are mandated by 31 U.S.C. 1352(b)(5), as amended by Section 10 of the Lobbying Disclosure Act of 1995, and DOT implementing regulation, "New Restrictions on Lobbying," at 49 CFR § 20.110(d) - Language in Lobbying Certification is mandated by 49 CFR Part 19, Appendix A, Section 7, which provides that contractors file the certification required by 49 CFR Part 20, Appendix A. Modifications have been made to the Lobbying Certification pursuant to Section 10 of the Lobbying Disclosure Act of 1995. - Use of "Disclosure of Lobbying Activities," Standard Form-LLL set forth in Appendix B of 49 CFR Part 20, as amended by "Government wide Guidance For New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96) is mandated by 49 CFR Part 20, Appendix A. Byrd Anti -Lobbying Amendment, 31 U.S.C. 1352, as amended by the Lobbying Disclosure Act of 1995, P.L. 104-65 [to be codified at 2 U.S.C. § 1601, et seq.] - Contractors who apply or bid for an award of $100,000 or more shall file the certification required by 49 CFR part 20, "New Restrictions on Lobbying." Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier shall also disclose the name of any registrant under the Lobbying Disclosure Act of 1995 who has made lobbying contacts on its behalf with non -Federal funds with respect to that Federal contract, grant or award covered by 31 U.S.C. 1352. Such disclosures are forwarded from tier to tier up to the recipient. APPENDIX A, 49 CFR PART 20--CERTIFICATION REGARDING LOBBYING BID 7345 Traffic Signal Poles Page 25 of 28 Certification for Contracts, Grants, Loans, and Cooperative Agreements (To be submitted with each bid or offer exceeding $100,000) The undersigned [Contractor] certifies, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for making lobbying contacts to an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form--LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions [as amended by "Government wide Guidance for New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96). Note: Language in paragraph (2) herein has been modified in accordance with Section 10 of the Lobbying Disclosure Act of 1995 (P.L. 104-65, to be codified at 2 U.S.C. 1601, et seq.)] (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended by the Lobbying Disclosure Act of 1995). Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. [Note: Pursuant to 31 U.S.C. § 1352(c)(1)-(2)(A), any person who makes a prohibited expenditure or fails to file or amend a required certification or disclosure form shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such expenditure or failure.] The Contractor, , certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, the Contractor understands and agrees that the provisions of 31 U.S.C. A 3801, at seq., apply to this certification and disclosure, if any. Signature of Contractor's Authorized Official Name and Title of Contractor's Authorized Official Date 13. CLEAN AIR BID 7345 Traffic Signal Poles Page 26 of 28 Clean Air — (1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. §§ 7401 et sec . The Contractor agrees to report each violation to the Purchaser and understands and agrees that the Purchaserwill, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office. (2) The Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance provided by FTA. 14. CLEAN WATER REQUIREMENTS Clean Water - (1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C. 1251 et seq. The Contractor agrees to report each violation to the Purchaser and understands and agrees that the Purchaserwill, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office. (2) The Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance provided by FTA. 15. CARGO PREFERENCE REQUIREMENTS Cargo Preference - Use of United States -Flag Vessels - The contractor agrees: a. to use privately owned United States -Flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to the underlying contract to the extent such vessels are available at fair and reasonable rates for United States -Flag commercial vessels; b. to furnish within 20 working days following the date of loading for shipments originating within the United States or within 30 working days following the date of leading for shipments originating outside the United States, a legible copy of a rated, "on -board" commercial ocean bill -of -lading in English for each shipment of cargo described in the preceding paragraph to the Division of National Cargo, Office of Market Development, Maritime Administration, Washington, DC 20590 and to the FTA recipient (through the contractor in the case of a subcontractor's bill-of- ladin c. to include these requirements in all subcontracts issued pursuant to this contract when the subcontract may involve the transport of equipment, material, or commodities by ocean vessel. 16. FLY AMERICA REQUIREMENTS The Contractor agrees to comply with 49 U.S.C. 40118 (the "Fly America" Act) in accordance with the General Services Administration's regulations at 41 CFR Part 301-10, which provide that recipients and subrecipients of Federal funds and their contractors are required to use U.S. Flag air carriers for U.S Government -financed international air travel and transportation of their personal effects or property, to the extent such service is available, unless travel by foreign air carrier is a matter of necessity, as defined by the Fly America Act. The Contractor shall submit, if a foreign air carrierwas used, an appropriate certification or memorandum adequately explaining why service by a U.S. flag air carrier was not available or why it was necessary to use a foreign air carrier and BID 7345 Traffic Signal Poles Page 27 of 28 shall, in any event, provide a certificate of compliance with the Fly America requirements. The Contractor agrees to include the requirements of this section in all subcontracts that may involve international air transportation. 17. ENERGY CONSERVATION REQUIREMENTS Energy Conservation - The contractor agrees to comply with mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act. 18. RECYCLED PRODUCTS Recovered Materials - The contractor agrees to comply with all the requirements of Section 6002 of the Resource Conservation and Recovery Act (RCRA), as amended (42 U.S.C. 6962), including but not limited to the regulatory provisions of 40 CFR Part 247, and Executive Order 12873, as they apply to the procurement of the items designated in Subpart B of 40 CFR Part 247. 19. ADA Access Accessibility. Facilities to be used in public transportation service must comply with 42 U.S.C. Sections 12101 et seq. and DOT regulations, "Transportation Services for Individuals with Disabilities (ADA)," 49 CFR Part 37; and Joint ATBCB/DOT regulations, "Americans with Disabilities (ADA) Accessibility Specifications for Transportation Vehicles," 36 CFR Part 1192 and 49 CFR Part 38. Notably, DOT incorporated by reference the ATBCB's "Americans with Disabilities Act Accessibility Guidelines" (ADAAG), revised July 2004, which include accessibility guidelines for buildings and facilities, and are incorporated into Appendix A to 49 CFR Part 37. DOT also added specific provisions to Appendix A modifying the ADAAG, with the result that buildings and facilities must comply with both the ADAAG and amendments thereto in Appendix A to 49 CFR Part 37. 20. CITY OF FORT COLLINS BID PROTEST PROCEDURES The City of Fort Collins has a protest procedure, covering any phase of solicitation or award, including but not limited to specification or award. The protest procedures are available from the Purchasing Department, City of Fort Collins, 215 N. Mason, Street, 2nd Floor, P. O. Box 580, Fort Collins, CO. 80522. You may also request a copy of the procedures by emailing: Purchasing a)fcgov.com or calling 970-221-6775. BID 7345 Traffic Signal Poles Page 28 of 28 GENERAL NOTES I. REFER TO THE ROADWAY PLANS FOR THE ACTUAL CONFIGURATION AND LOCATION OF TRAFFIC SIGNAL HEADS AND SIGNS MARKED WITH A W . 2, ALL POLES SHALL BE FABRICATED WITH AST. A572 GRACE 65 STEEL. 3.ALL ARMS SHALL BE FABRICATED WITH ASTM A572 GRADE 65 STEEL OR ASTM A595 GRADE A STEEL WITH A MINIMUM WELD POINT OF 55 KSI. x. ALL POLES AMID ARMS SHALL COMPLY WITH THE DIMENSIONAL TOLERANCES SPECIFIED W AST. ASCO. A501, OR A595, 5. ALL POLES AND ARMS SHALL BE ROUND OR ONECAGONAL TUBES WITH A 0.14 IN/FT IARER, 6. HAROENED WASHERS SHALL CONFORM 10 ASTM FA36. ). ALL POLES AND ARMS SHALL BE GALVANIZED INSIDE AND OUTSIDE AFTER FABRICATION W ACCORDANCE WITH ASTM A123. 8.POLE AND MAST ARM SPLICES SHALL BE MECHANICALLY FORCED TOGETHER FOR A SNUG FIT. 9. N1 MAST ARMS MORE THAN 35 FT W LENGTH SH4L BE TWO PIECE CONSTRUCTION 10 LIMIT ARM WEIGHTS. IOCALVANIZED ASTM A325 H.S. BOLTS SHALL BE USED FOR ATTACHING MAST ARMS, A LUBRICATES TIGHTENING TOflWE OF 178 FT-LBS FOR It" DIAMETER BOLTS. AND 13W FT-LBS FOR 1y INCH DIAMETER BOLTS SHALL BE USED TO TIGHTEN ALL H.5 BOLTS, MAST ARMS SHALL BE TEMPORARILY SUPPORTED 10 LAKE LOAD OFF OF FIELD CONNECTIONS WHILE BOLTS ARE TIGHTENED IN ORDER TO FIRMLY SLAT THE FIANCE PLATE. BOLTS SHALL BE SEOUENTIALLY TIGHTENED. 11. CAST POLE ENO CAP TO BE SECURED IN PUCE WITH 3 SET SCREWS. 12, ALL SIGNAL HEADS, SIGNS, AND HARDWARE SHALL BE FIELD POSITIONED. 13. ACCESSORIES TO BE HOT DIP GALVANIZES IN ACCORDANCE WITH ASTM A153, 14. ALL PLATES SHALL BE FABRICATED WITH AASMO M270 (ASTM A7091 CRUDE 36 STEEL AND SHALL COMPLY WITH THE DIMENSIONAL TOLERANCES SPECIFIED IN ASTM AB ALL HANDHOLES SHALL BE FABRICATED WITH ASTM A572 CHASE 42 STEEL, 15. LEVELING CONCRETE SHALL BE 3000 PSI AR ENTRAINED CONCRETE VIBRATED IN PLACE BELOW THE POLE BASE PLATE. 16. CAISSONS SHALL BE PLACED AGAINST UNDISTURBED EARTH. 17. CAISSONS SHALL BE CONSTRUCTED WITH Aft ENTRANED CUSS BZ CONCRETE IN ACCORDANCE WITH SECTION 503 OF THE STANDARD SPECIFICATIONS, REINFORCING STEEL SHALL BE GRADE 60. $8. CASSON CONCRETE SHALL REACH THE SEVEN BAY PREDICTED STRENGTH PRIOR TO INSTALUNG THE SIGNAL STRUCTURE. 19,U-BOLTS AND ANCHOR BOLTS SHALL BE FABRICATED WITH AASHTO M314-90 GRADE 55 STEEL, 20, ANCHOR BOLTS SHALL BE FABRICATED WITH HEAVY HEX NUTS AND FLAT WASHERS. THREAD UPPER 12 INCHES AND GALVANIZE UPPER 13 INCHES OF THE ANCHOR BOLTS FIELD WELDING OF ANCHOR BOLTS TO REGAIN DURING ERECTION WILL NOT BE ALLOWED, ANCHOR BOLTS SHALL BE SET WITH A STEEL TEMPLATE UNTIL ME CONCRETE HAS CURED AT LEAST TWO DAYS. THEY SHALL BE TIGHTENED USING THE TURN -OF -NUT METHOD BY FIRST TIGHTENING THEM 10 SNUG TIGHT, WHICH IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE UPPER AND LOWER NUTS ARE IN FIRM CONTACT WITH THE BASE PLATE. WITH MAST ARMS FREE TO DEFLECT, THE UPPER AND LONER NUTS SHALL THEN EACH BE ROTATED AN ADDITIONAL 1/12 TURN (302 5-) WITH A SLUGGING, HYDRAULIC OR AR IMPACT WRENCH. 2L WELDING OF STEEL SHALL CONFORM TO THE REQUIREMENTS OF ANSI/AWS DI.1. ALL AREAS TO BE WELDED SHALL BE GROUND TO BRIGHT METAL. ALL WELDING AND REQUIRED TESTING SHALL BE COMPLETE BEFORE ANY MATERIAL IS GALVANIZED ALL CIRCUMFERENTIAL WELDS SHALL BE NON-DESTRUCTIVELY TESTED USING THE ENHANCED MAGNETIC PARTCLE METHOD IN ACCORDACE WITH SUBSECTION SODAS ( OF THE TAAN IDAAB SPECIFICATIONS. THE ACCEPTANCE CRITERIA IS STATED IN TABLE 6.1 OF AtW.I. ALL LONL�ITIIDINAL WELDS WITHIN 6 INCHES OF FULL PENETRATION CIRCUMFERENTIAL GROOVE WELDS AND FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED AS SPECIFIED ABM MAXIMUM WELD UNDERCUT SHALL BE 0.01 INCHES. 22, ALL ELECTRICAL CONNECTIONS TO THE SIGNALS SHALL BE GROUNDED W ACCORDANCE WITH APPUCA ELECTRICAL CODES. 23.CERTIFIED WILL TEST REPORTS INCLUDING CHARITY V-NOTCH (CVN3 TEST RESULTS, WELD INSPECTION REPORTS AND ENHANCED MAGNETIC PARTICLE TEST REPORTS $HALL BE SUBMITITEED TO COOT STAFF BRIDGE. 4201 E. ARKANSAS AVE, DENVER AND 65 SOLOR O802222 HAVE SON MUM VALUE C BECOME AVAILABLE CM TEST RESULTS FOR ASTM A572 GRADES 42, 55 LBS AT 4aF AS PER THE H FREQUENCY TEST RESTATEMENTS IN AASRtO T243 (ASTM A6)3). 24.SHOP GRATINGS SHALL BE SUBMITTED TO THE ENGINEER FOR RVTCV IN ACCORDANCE YOUTH SUBSECTION 10502 OF THE STANDARD SPECIFICATIONS. 25. TRAFFIC SIGNALS MOUNTED ON MAST ARMS SHALL BE FURNISHED WITH ASTRO TYPE MOUNTING BRACKETS. 26. END SECTION DIAMETERS MUST BE INCREASED TO ACCOMMODATE OUT-CF-ROUNDNESS, GALVANIZING THICKNESS AND SCAM WELD PROFILES TO PROVIDE THE MINIMUM REQUIRED ARM SLIP SPLICE LENGTHS AND POLE MEMBER OVERLAPS. 27, SECURE ARM FLANGE PULE. POLE BASE PLATE, AND CONNECTION FACE PLATE DURING WELDING TO PREVENT DISTORTION. 28. IF THE VERTICAL DEFLECTIONS DURING A 10 TO 20 MPH WINO EXCEED THE GALLOPING DEFLECTION LIMITS USTED IN THE TABLE ON SHEET 2 OF 5, THE OWNER SHALL INSTALL AN ALUMINUM SIGN BANK (16" X 66" OR LARGER)) NEAR THE -FREE END OF THE TRAFFIC SIGNAL MAST ARM. SAID SIGN BLANK SHALL BE ROTATED ABOUt THE LONGITUdINAI A%IS OF THE ARM WHILE THE WIND BLOWS TO MINIMIZE THE GALLOPING DEFLECMONS. CONTACT STAFF BRIDGE FOR MORE INFORMATION. 29.O IC DRILLED HOLE WITH A MAXIMUM DIAMETER OF �,' IS ALLOWED AT LOCATIONS MARKED WITH A A TO ACCOMMODATE ELECTRICAL WIRING, DESIGN DATA 1, ORIANNC SHOWN HAS 5 SIGNAL HEADS. SHORTER ARM LENGTHS .1 HAVE FEWER HEAT THIS CONFIGURATION IS INTENDED PTO REPRESENT ]A WORST CASE LOADING GTIANON, 5�5 LILFk 16DS S:ILIIAL HEA05 Z� THE DESIGN LENGTH "L" FOR EACH SERIES IS SHOWN IN PARENTHESIS, 2. THE DESIGNS HEREIN ASSUME THAT SIGNALS ARE INSTALLED WITHIN THE ROADWAY PRISM WITH THE FOLLOWING SOIL PARAMETERS: SOIL DENSITY Y . 110 LB./CMn. SOIL COHESION 750 Ls./SO.n. FOR MEDIUM STIFF COHESIVE SOIL SOIL 0 ANGLE - 3O FOR MEDIUM SENSE COHESIONLESS SOIL SF . 1.25 FOR TORSIONAL RESISTANCE AND 3.0 FDA ri-E%URAL RESISTANCE 3. CONTACT THE ENGINEER IF ANY OF THE FOLLOWING SOIL CONDITIONS ARE ENCOUNTERED WRING P-10 LB. ORILUNG'' A) SIGNALS WILL NOT BE INSTALLED WITHIN ME ROADWAYCONSIST PRISM A-1.125 SO. FT. Ca-1 2 S B THE SOIL HAS A HIGH SUPPORT THE EIGHTCONTENTO OR T CONSISTS OF SATURATED SILT AND GUY. C THE SITE DAMN SOILSRT THE WEIGHT Or THE ORILUNG RIG. (CAMERA) 0 THE FOUNDATION SOILS ARE NOT HOMOGENOUS. E FIRM BEDROCK IS ENCOUNTERED A. TRAFFIC SIGNAL STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE AASHNO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS LUMINAIRES. AND TRAFFIC SIGNALS, FOURTH EDITION, 2001, _ 5,A DESIGN WINO VELOCITY OF 100 MPH AND ONE 12' LANE WITH A 65 MPH TRUCK INDUCED GUST P')5 Le. LOADING HAVE BEEN USED FOR ME DESIGNS HEREIN. A-3.3 S0, FT. C: 1.2 6. GALLOPING LOADS ARE EXCLUDED FROM FATIGUE DESIGN AND CATEGORY TWO IMPORTANCE FACTORS (FLAT HEAD) HAVE BEEN USED, Z ). THE SOCKET WELT OPTION IS LIMITED 10 ISOS OF THE ALLOWABLE FATIGUE STRESS FOR AN E' Ou TEED IN ORDER 10 RECOGNIZE THE BENEFICIAL EFFECTS DERIVED FROM LOAD SWING BETWEEN THE iw0 DEGAS. N END SECTION w L /---- TiRAFFIC SIGNS • SIGNAL �-HEADSRON -ANES A- S650LBFT. A-P)250 EFT. AP) SOL Fa aT. AP) BOLFi. P-100 I.S. A-17.3=SO. R. 10' _0' t0'-0" 0'-0" 0'-0- P=63 . P-46 O. P=46 O, P=x6 O, P=46 LB. A-14 .0. PT. A-B.6) S0. FT. A-8.6) S0. Ff. A=8.6) S0. FT. A=6.6) S0. FT. SKA+-� • • • • • PEDESTRIAN MAST POLE DATA ARM BASE SECTION END SECTION LENGTH (L) (Fi.) LENGTH TOP 0 BOTTOM 0 MR. LENGTH TOP 0 BOTTOM 0 THK. (FT.) (IN.) (IN.) (IN,) (FT.) (IN.) (IN,) (IN.) ALL 2a,a7 11.57 15.00 O.J125 16,00 9.90 1911 11793 ARMS • BASE SECTION LENGTHS INCLUDE THE SPLICE LENGTH AS PER THE "MAST ARM SLIP SPLICE DETAIL ON SHEET 2 OF 5 ♦ SEE GENERAL NOTE 26 CROSS REFERENCE DRAWING NUMBER (IF BLANK, REFERENCE IS TO SAME SHEET) SECTION OR DETAIL IDENTIFICATION ARROW HEAD FOR SECTION CUT AND LEADER LINE FOR DETAIL . NIT un�. 111. nH1u11IHuoun1 Creation Date 07-04-06 Initials: TDE Q 1 Date. nneei nevlslons C."nnent9 IColorado Deportment of Transportation 4201 EUs1 ArKansus Avenue DOT Denver, Colored. 80222 Pnaae: (303) 757.9543 �a F.: MDT )5)-9820 Safety 6 Tro(lie Engineering Branch ALCM ALTERNATE TRAFFIC SIGNAL INSTALLATION DETAILS STANDARD PLAN NO. 5-614-40A Last MOBRkation Date: O)-04-06 IniGOlsl RO FMII PGtI, w.,d.tstate.enas/DV5T,Su,pary Drawing Fill Name: s61a4onolos.a»g Issued By: TrDlfic Engineeliny Unit July 4, 2006 Sheet NO. 1 Of 5 CAD ver,:ACAD 2004 Scale: Not 10 Scale UntV English CITY OF FORT COLLINS BID PROPOSAL 7156 TRAFFIC SIGNAL POLES BID OPENING: March 9, 2012 at 3:00 p.m. (our clock) WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR TRAFFIC SIGNAL POLES PER THE BID INVITATION AND ANY REFERENCED SPECIFICATIONS: The City of Fort Collins is requesting bids to furnish to the City Traffic Signal Poles per the attached specifications. Vendors responding to this bid must comply with the federal requirements in Attachment #1. Vendors must complete and submit certification for Buy America and Lobbying. All bids shall be F.O.B. City of Fort Collins Traffic Department. For technical questions, please contact Britney Sorensen, Traffic Systems Engineer/Supervisor at 970-416-2268 or bsorensen(o)fcgov.com. For purchasing questions, please call John Stephen, CPPO, LEED AP, Senior Buyer at 970- 221- 6777 or Ltephen(a�fcgov.com. Awarded contractor must sign the attached Service Agreement and provide insurance per Exhibit "B". Quantities The City will order 14 poles and mast arms with 15 foot luminaires mounted at 30 feet. All poles will be galvanized and powder coated Dark Bronze. See bid schedule for mast arm lengths. Specifications Colorado Department of Transportation S-Standard plans and drawings are found on the following website. http://www.coloradodot.info/library/traffic/traffic-s-standard-plans All bidders must provide drawings and written documentation that these drawings are approved by CDOT for bids to be considered. To be qualified, manufacturers must be pre -approved by the Colorado Department of Transportation Bridge Division. All poles will include base sections, anchor bolts with steel template, and all hardware necessary to make a complete assembly. Delivery shall be made to the City's Traffic Operations Facility at 626 Linden Street and will require 48 hours advance notice to schedule the unloading. Contact Traffic personnel at 970-221-6630. BID 7345 Traffic Signal Poles Page 3 of 28 M MAST MAST ARM DATA GALLOPING ARM LENGTH BASE SECTION END SECTION ♦ DEFLECTION (L) F,j LENGTH (FT.) TIP 0 (IN.) TRUNK 0 (IN.) INK, (IN.) LENGTH (FT,) TIP 0 (IN.) TRUNK m (IN.) THK. (IN.) LIMITS (0) (IN) 25 21.92 6,45 10.00 0.2J91 NA. NA. NA. N.A. 35 33092 2.50 12.25 0.2391 N A, N A. N A, NA, 45 25, I6 9.J} 1 I}.]5 1 0.3125 20.00 ).q6 10.26 0.1793 6 55 25.34 11.20 1 14.15 1 0.3125 30,00 7.56 11.76 0,1793 11 Q POLE - M AT REST GALLOPING DEFLECTION LIMITS • BASE SECTION LENGTH INCLUDES THE SPLICE LENGTH AS PER THE "MAST ARM SLIP SPLICE OETAIi BELOW. TOP SIMPLEX • SEE GENERAL NOTE 26 ON SHEET I OF 5. PLATE PLATE • SEE GENERAL NOTE 28 ON SHEET I OF 5. •jjtCEN (ENDSWALLCL ARM AND POLE WALL♦ DEFLECTION T00 $MALL TO MEASURE. *ACCESS' B:' HOLE. • SiOP ALL wEL05 $" SHORT OF PLATE EDGES O sAND BOLT HOLES. E ARM, ACCESS _ NT OFHOLE. AND ARM BOTTOM ENCYAT PIPE 2 STD, x SIMPLE% PLATE.GUSSET v PLATE D OF 10' WITH 8' HANDHOLE ON PLATES GUSSETPLATE PROJECTION POLE TI N C OLE IIW, 0 ACCESS HOLE (TYPICAL i0P AND BOTTOM PLATES) On)9�EQUAL m H.S. BOLT THROUGH I m SECTIOqDISTANCELE IN ARM SIMPLEX PLATE. TIP DIAMETER $' NEOPRENE ." TAP HOLES IN POLE SIMPLEX CASKET CEMENTED PLATE AFTER GALVANIZING TOT, 2AP SCREW, TO COVER PLATE SECTION e 4 3 )l THICK COVER PLATE SECTION Q ngNDHOLE ON FL POLE N LACK WELD GE u HEX NUT - (TYP.)NP') COVER PLATE , NOT SHOWN FOR CLARITY Sjpa 0 o(m Loa REMOVABLE END `v m CAP PROVIDED ON ALL POLES AND ARMS. PROVIDED 'C' HOOK AT POLE y END FOR WIRING ANO HANDLING END CAP DETAIL WC, u i &- NUT HONWlLDER FOR 4y1- FASTENERSDPROVIDED se POLE LOWER HANOHOLE On n WALL 0V SECTION MDETAILK -END SECTION WITH IV. SHOP DRILLED HOLES 05D SIMPLEX ARM SIMPLE, PUTT A THICK GUSSET PLATE OF TAPERED SECTION = 2.796- TYPICAL FOR BOTH ARMS Y PERPENDICULAR OF A ROUND CUBE. Z • PEZ ARE CULM DISTANCEDIAMETER BETWEEN FLATS. Y AND TI ARE OUTSIDE . DIAMETER DIMENSIONS. Z/Y RATIO MUST BE .98 MINIMUM. OPTIONAL MULTI -SIDED POLE OR MAST ARM 10OR 15' NOMINAL (SEE NOTES I k 2 BELOW) _Mz VSECTION. Ro a 02 i H 182OR FOR iu 0' M AR 2 I J.T 'OR ARM FL ARM AND ACCESS HOLE. b z R • 12' FOR 10' ARM AND 40' FOR 15' ARM LUMINAIRE ARM NOTES 1. ID' LUMINAIRE ARM SHAFT: WALL THICKNESS • 0.1791: LINEAR TAPER - SECTION D.14 IN./FL: DIAMETER AT ARM SIMPLEX PLATE • 4066'. WALL 2. 15' LUMINAIRE ARM SHAFT: WALL THICKNESS • 0.1793: LINEAR TAPER • 0.14 IK/R,: DIAMETER AT ARM SIMPLEX PLATE • 4.679-. h' THICK TOP AND BOTTOM PLATES DETAIL e" 1.., I _INSIOE FACE OF %_0 A325 THRU BOLTS _ _ _ (PEEN EXPOSED THREADS - - - - {(r A.BREAK A LAND AFTER ASSEMBLY) 1.5 D MIN. J BASE SECTION WITH COS MAST ARM SLIP SPLICE DETAIL FIELD DRILLED the m "C" HOOK DETAIL HOLES �neeL rcenslorrs Color Odo Deportment of TronSportotion Dote' Comments 4201 East Arkansas Avenue DOT Den.ar, COa,.d. 80222 -�� Phone: (303) 757-9543 Fox; (303) 757-9820 Sofely 6 Troffic Engineering Branch KCM 1,_2. Sy- I -0 3h I 'm HOLE FOR 1)2-m H.S. BOLTS WITH HARDENED WASHER (TYP.) ACCESS HOLE - BASE SECTION TRUNK DIAMETER FOR SOCKET WELD DETAIL AND 3"0 FOR BACKING RING WELD DETAIL 1 G PLATE AND ACCESS HOLE ARM FLANGE PLATE THICKNESS = 29:- FOR SOCKET WELD DETAIL AND III,' FOR BACKING RING DETAIL SECTION d ALTERNATE TRAFFIC SIGNAL STANDARD PLAN NO. INSTALLATION DETAILS I S-614-40A Issued By Traffic Engineering Unit July 4, 2006 Sheet NO. 2 Of 5 • BEND RADIUS MEASURED TO THE E OF EACH U-BOLL INCREASE RADII AS NEEDED TO ACCOMODATE OUT -Or -ROUNDNESS, GALVANIZING THICKNESS AND SEEM WELD PROFILES. U-DOLTS SHALL BE TIGHTENED ) 2 TURN OV t 5') PAST SNUG TIGHT: PEEN THREADS AFTER TIGHTENING, U-BOLTS AND FACEPLATE SHALL BE MOUNTED ON BASE SECTION PRIOR TO SHIPMENT. ♦ MATCH FIT STOP W TO SIDE PLATE USING LACK WELDS TO ENSURE UNIFORM REARING. IT STOP ALL WELDS K- SHORT OF PLATE EDGES AND BOLT HOLES. • BEND STOP BAR TO MATCH POLE CURVATURE FACEPLATE SIDE PLATE ("P.) (T (iYP.) TOP SADDLE TI e HANDHOLE CHAFFER SIDE PLATE Y4' TO CLEAR WELD STOP BAR (TYP.) SIDE PLATE (TYP.) SEC ON e FACEPLATE z SFQTIQN e w0 rm I I xa I I I �L HOLES �al FOR MAST ARM BOLTS SIDE PLATE HOLES FOR MAST ARM BOLTS Om ZI ea X0 BOTTOM SADDLE L f— 13'-Jl—1 r '* k. TAPERED WASHER DETAILS I' RADIUS Y^ DDLE TO -_ —TOP --- Yp" FACEPLATE WELD snODLE IDE PLATE TO SADDLE WELD. -- -- 2.0 ACCESS HOLE SIDE PLATE / — E ACCESS HOLE II�—CHAMFER CHAMFER SIDE PLATE Y•" X 45' TO CLEAR WELD DETAIL e 0 TAPERED WASHER USE SEAL WELD i0 ATTACH TO FACE PLATE (TrP.) P THREAD LAST 4" OF U-BOLT LEGS H.S. BOLT FACEPLATE L):tK POINT L MAST ARM IDE PLATE TO — — — — — —— _ '- FACEPLATE WELD • 4 - L -- -- HOLES FOR 1$'m H.S. MAST - -- ARM BOLTS. TAP THREADS ARM FLANGE IN FACEPLATE AFTER GALVANIZING. ENGAGEMENT R X" MIN. LENGTH = IY4" (TYP.) TO 1- MAX. I— —1 _— (TYP.) - ' SIDE PLATE TO 1' TYP. BOTTOM SADDLE )t- I _ WELD• 2- —{ POLE SILHOUETTE 2 L ACCESS HOLE AND D _FACEPLATE SECTIO D O II CLOP I ;1 SADDLE SIDE PLATE I` lU Z L YHCOK . N - AC ACCESS HOLE E t X 2" X 30' E t STOP BM i" � n 1" X 45- CC POLE ELEVATION POLE END SECTION POLE BASE SECTION 1)t-m U-BOLr WITH TWO HEAVY HEX NUTS AND HARDENED WASHERS 'BEND RADIUS = 6.68" UPPER HgNOHOLE CONNECTION D HANOHOLE N I%'0 U-BOLT WITH TWO HEAVY HEX NUTS AND HARDENED WASHERS •BEND RADIUS - EAU' Creation Dale: 07-04-06 Initials' TOE Dale: — I"""' C°mrnenls Colorodo Deportment of irons ortaGo" P P --- 4201 East Arkans°s Avenue °or De°var. `al°'°°° 80222 ]5]-9543 Fae 1303I ]5]-9820 Safety & Traffic Engineering Branch KCM ALTERNATE TRAFFIC SIGNAL INSTALLATION DETAILS STANDARD PLAN NO. S-614-40A Lust Maui llc mion Dale: 07-04-06 Ini ti°I s'Rp FUII Pam:www.UOl.slalc.cm.us/D°signSupp°it/ Drawing File Name: S6144VA0305.Ewg Issued By: Traffic Enyineering Unit July 4, 2006 Sheet NO. 3 Of 5 CAD ver: READ 2UDa 5rolr Tml m 5cme ululs [n ose SOCKET WELD DATA ARM LENGTH (FT) W ( IN,) w1 (IN.) E (IN.) n (DEC.) MAST MMS 25 0.2391 0.285 0,183 40 35 02391 0.285 0.183 40 45 0,3125 0.372 0.239 40 55 0.3125 0.372 0.239 40 POLE ALL 0.3125 0.372 0239 40 LUMINAIRE ARMS ALL 0.1793 0.214 0,138 40 BACKING RING WELD DATA ARM LENGTH (FT) Wr (IN.) W1 (IN.) E (IN.) 0 (DEC.) MAST ARMS 25 0. 1196 0.459 0.289 14 35 0,1196 0.489 0289 14 45 0.1566 0,563 0.385 16 55 0, 1566 0,563 0.385 16 POLE ALL 0.1566 0,563 0,385 1B LUMINAIRE ARMS ALL 0.0897 0,429 0.212 12 1 -)T r F LOADED MAST MUST BE ABOVE OF MAST ARMIN DEFLECTED ION. ADJUST It G CONSTRUCTION CHIEVE THIS. CONSTRUCTION REQUIREMENTS POLE 07-04-06 Initials: TOE n Date07-04-06 Indials: RO 1. stale.ca.us7DeslgnSapPaly ne: S61440A0405, dog 14 Scale: 1101 is Scale Unit: English PLASTIC NUT COVER PROJECTION - 12" i X- FOR SOCKET WELD DETAIL AND II' x iy" FOR BACKING RING WELD DETAIL ��.M �...,,_� ....,_ FINISHED GROUND T ANO BACKING RING LINE POLE. MAST ARM _ T POLE. MAST ARM, OR MM, OR II 2 % t LUMINAIRE M WALL LUMINAIRE BACKING RING / ARM WALL �.� PULL WI - %2 CJP ROOT OPENING 4 - 2'. ANCHOR SOLIS - SEE GENERAL NOTES 19 AND 20 ON SHEET I OF 5 LEVELING NUT SIDEWALK OR LEVELING CONCRETE - SEE GENERAL NOTE 15 ON SHEET I OF 5 __ vh CJP 45- BEVEL n 11 BASE PLATE ORW5 GLANCE PLATE 1 w z BASE PLATE OR FLANGE PLATE RIGID CONDUIT ia IF u o ca SOCKET WELD BACKING RING wELD ONE 2'0 FOR LUMINAIRE AND TWO {I I I = 0 wok 3"• RIGID CONDUITS FOR 111 111 < O DETAIL SIGNAL ITEMS. (2'-0" MIN, DEPTH, 2'-6" MIN' N u In se ad w N DEPTH UNDER ROADWAY 4 i "I O ONO La i 0 w1 0 ACCESS ROLE IllBASE PLATE, ACCESS HOLE, AND MM l e Id U q 5"0 FOR SOCKET WELD 1MO N " o o -vr 1 1 DETAIL 8'e FOR BACKING RING WELD DETAIL BOLT CIRCLE 4r a: c, O BASE PLATE DETAIL Comments I" % 1' CLIP (TYP.) r w n Jn ^ o (� u > ANC HOLE FOR 2'0 ANCHOR BOLTS (TYP,) 1 P. E BASE PLATE AND ACCESS HOLE � JS (TOTAL 14) o OBASE SPACED PLATE THICKNESS EQUALLY - 29:" FOR SOCKET WELD DETAIL AND Iii FOR BACKING RING WELD DETAIL ZY"CLA. DRILLED IDEWALK OR e TI N CAISSON M+ SPOrvCRETE ONCREVELINGT TRAFFIC SIGNAL POLE CAISSON Colorodo Department of Tronsporlalion STANDARD PLAN NO. 4201 East Artunsus Avenue HOT Denver, Caoril 80222 ALTERNATE TRAFFIC SIGNAL "And: (303) 757.9543 INSTALLATION DETAILS 5-614-40A '1 (303) 757-9820 Issued By: Traffic Enyineering Unit July 4, 2006 Sheet No. 4 Of 5 Sol 6 Troffic Engineering Branch KCM STANDARD LOOP WIRING AND CDNNFf TInN Tnal r MI WINE HIMME NEIoam mu©©© ©Im®0©®®®®®®® OI0®®®®®®®®®® OI®®®®®®®®®®® SERIES, P-'PARALLEL)�un LOOP INSTALLATION PROCEDURE I. CUT SLOTS IN PAVEMENT TO 3 IN. MINIMUM DEPTH. 2. CLEAN AND DRY SLOTS MIH OIL -FREE COMPRESSED AIR. 3. ONE CONTINUOUS LENGTH OF IOU/1C, RHW, USE. XLPE. RHWry OR THAN WIRE SHALL BE USED FOR EACH LOOP FROM SIGNAL BASE OR PULL BOX AROUND ME LOOP WHO THE NUMBER OF TURNS SPECIFIED M'0 BACK TO THE SIGNAL BASE OR PULL BOX. LOOP WHO STALL BE DUCT TYPE. a. USE A BLUNT, NON -YETI C INSTRUMENT TO PUSH WOE INTO SLOT. DO NOT COIL LEADS. 5, CONNECT DETECTOR AND TEST LOOP. 6. SEAL SLOTS AS SPECIFIED, WIRE CONFIGURATION LAYOUT TOP VIEW Lr--� SAWCur w'OIN FROM LOOP B ALTERNATE SEE NOTE 4TRI�G. 0 NOTE SERIES NO. 2 2W29' 6 P P1ALT/ 3' ONCRETE PAq&LEL A PATCH/ A 1 CONDUIT ROADWAY DIRECTION PULL BOX - SPECIAL B OF TRAVEL STANDARD LOOP SECTION A -A LID i To b' 1/�. uw SECTION B-B -- RUBBER TUBE J ASPHALT OR SAW CUT 2 CONCRETE F63/4 � 6' uw 40' it 21 WATERTIGHT SPLICES 1I I' IN - o /DAN0 CONDUIT SEAL J I L DCLFARIT TERMINATE CONDUIT ., WRE 3' J' 16 RADIUS COVpU1mTHIN 3' OF BOTTOM n BASE MATERIAL 0 DE CONFIGURATION LAYOUT ELBOW D bl 'O -:a.LINER CONDUITS IN SAME TRENCH DUAL LOOP DEFECTOR WRE W PAVEMENT CUT WATER VALVE PULL BOX PULL BOX GRAIN T' OR CONDUIt WEEP HOLE SWEEPING Y. MIN. 12 RADIUS I'/: HOUNDED OR SAW Gut SECTION A —A LOOP DETECTOR AD —IN PULL BOX — SPFCIAI FOR LOOP DETECTOR WIRE SECTION A —A A A - TOP OF BOX SHALL DRILLED HOLE J .y ACCEPTABLE ALTERNATES: 7 B Ir Ni EXISTING GRACE " A SECTION C—C STANDARD 10 IN, ID. REINFORCED AND SIDES SMALL 3. 41N CONCRETE PIPE SECTION. BE VERTICAL LOOP OR DETECTOR WIRE PRECAST MOLDED FROM LIFTING HOOK 2 1/2 LEAO-W WIRE WIRE SLOT ACRYLONITRILE-BUTAJINE _ —{ C C �fIE�L/��,�I'�IL' ..jT+1III— MIN. STYRENE THERMOPVSTIC 11/8 I33A DA, LEAD-IN JONt J12' L...J OTHER SIZE LAD SH , I- 1 9 0 mRE OVERLAP SAW CUT -T DETECTOR OTHER SIZES AND SHAPES 3. END TO OBTAIN J A' WIRE MIRY BE USED WHEN L6 FUN DEPTH / APPROVED BY THE ENGINEER. YA 6 CA. (3 SOLID SEE DETAIL B CONWIT RINGS wCLDEO) VEHICLE DETECTOR LOOP LA]S','/KNOCKOUTS SAW CUT DETAILS DETECTOR WIRE ACROSS J' N'""CRUSHED ROCK (FOR USE WITH VINYL TUBING ENCASED BRIDGE JOINTS PULL BOX LOOP DETECTOR WIRE) DUAL LOOPS SHALL BE OF THE SIZE SHOWN UNLESS NOTED OTHERWISE ON THE PLANS. PULL BOX - SPECIAL NOTES I. POLL BOX -SPECIAL SHALL BE A WATER VALVE STEM TYPE PULL BOX MADE OF CAST IRON CN STEEL, THE PULL BOX ITSELF SHALL HAVE CAPABILITY OF ACCEPTING RISER PoNCS FOR FUTURE OVERUSES. THE LIO SHALL HAVE THE WORD'TRAFFIC' PRINTED ON IT. 2, PULL BOXES LULL HAVE 3/4 IN, TO I IN, DAMETER HOLES DRILLED OR TORCHED 3 IN. FROM TOP i0 ACCEPT A A IN TO 6 IN LONG RUBBER TUBE (3/4 W. GARDEN HOSE). ME NUMBER OF HOLES SHALL BE AS PER PLANS OR AS DRECTED BY THE ENGINEER. 3, CARE SHALL BE TAKEN DURING EACKFILL COMPACTION TO PREVENT COLLAPSE OF THE TUBES, A, A MINIMUM 2 FEET OF SLACK IS IG BE PROVIDED ON BOTH FEED ME LOOP WIRES SO THAT ALL TESTING AND SPLICING CAR BE 0011E OUTSIDE THE PULL BOX. 5. POLL BOX LID IS TO BE SE&EO WATER TIGHT By CAULKING. 6. POLL BOX S TO BE LOCATED IN AN AREA OF ME SHEET NOT HEAVILY TRAVELED, F POSSIBLE, AND A MINIMUM OF 12 IN, FROM THE CONCRETE GUTTER PAN. ,, IF HOT ASPHALT 6 NOT AVAILABLE, A CONCRETE RING (12 W. MINIMUM RADIUS AND B OF MINIMUM DEPTH) 1LAY BE ALLOWED BY THE ENGINEER. IF CONCRETE IS &LOWED. THE RUBBER TUBE MUST BE EXTENDED BEYOND THE CONCRETE TO THE ASPHALT JONI. b. AIL WORK USHER ABOVE FOR INSTALLATION OF PULL BOXES SIALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN ME PRICE OF CONCUR. 9Tr_ 1 Creation Dute'. 07 04-06 L...�. ••• ML;W nbis' TOE Dale: Comments CoIENvd0 Deportment of Transportotion 4201 EasL Arkansas Avanae I DOT Denver, Comrado 80222 ____ PHOne: t3D„ ,5,-95„ Fm (303) )5)-9820 Safety 6 Traffic Engineering BronCN KCM ALTERNATE TRAFFIC SIGNAL INSTALLATION DETAILS STANDARD PLAN NO. S-614-40A Last MQC16Ca60F' Dote: 07-04-06 Lmliols RO Fwl Pa1N..w.UaLslaLe.Oa.Ms,DesgnSMPPa,v Drawing FOO Nome 5GL440AO505,dw9 CD�� CAD Ve' ACAD 2004 adI, Not m S,I, Units. English Issued By Traffic Engineering Unit July 4, 2006 Sheet NO. 5 Of 5 7345 TRAFFIC SIGNAL POLES BID SCHEDULE Standard Mast Arm Length Finish Quantity Unit Cost Extended Cost S-614-40A with 15' luminaire mounted at 30' 20 Powder Coat over Galvanized 1 S-614-40A with 15' luminaire mounted at 30' 25 Powder Coat over Galvanized 2 S-614-40A with 15' luminaire mounted at 30' 30 Powder Coat over Galvanized 5 S-614-40A with 15' luminaire mounted at 30' 35 Powder Coat over Galvanized 5 S-614-40A with 15' luminaire mounted at 30' 55 Powder Coat over Galvanized 1 Total of unit costs $ $ In Words: Delivery Time: CITY RESERVES THE RIGHT TO AWARD INDIVIDUALLY OR AS A GROUP FIRM NAME Are you a Corporation, Partnership, DBA, LLC, or PC SIGNATU ADDRESS PHONE/FAX # E-MAIL ADDRESS PRINTED: Base Bid Total $ BID 7345 Traffic Signal Poles Page 4 of 28 SERVICES AGREEMENT THIS AGREEMENT made and entered into the day and year set forth below by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and , hereinafter referred to as "Service Provider'. WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1. Scope of Services. The Service Provider agrees to provide services in accordance with the scope of services attached hereto as Exhibit "A", consisting of ( ) page and incorporated herein by this reference. 2. The Work Schedule. [Optional] The services to be performed pursuant to this Agreement shall be performed in accordance with the Work Schedule attached hereto as Exhibit "B", consisting of ( ) page and incorporated herein by this reference. 3. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated within ( ) days following execution of this Agreement. Services shall be completed no later than . Time is of the essence. Any extensions of the time limit set forth above must be agreed upon in a writing signed by the parties. 4. Contract Period. [Option 11 This Agreement shall commence upon the date of execution shown on the signature page of this Agreement and shall continue in full force and effect for one (1) year, unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement may be extended for an additional period of one (1) year at the rates provided with BID 7345 Traffic Signal Poles Page 5 of 28 written notice to the Professional mailed no later than ninety (90) days prior to contract end. 5. Contract Period. [Option 2] This Agreement shall commence 200 , and shall continue in full force and effect until 200 unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement maybe extended for additional one year periods not to exceed ( ) additional one year periods. Renewals and pricing changes shall be negotiated by and agreed to by both parties. The Denver Boulder Greeley CPI published by the Colorado State Planning and Budget Office will be used as a guide. Written notice of renewal shall be provided to the Service Provider and mailed no later than ninety (90) days prior to contract end. 6. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without its fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within fifteen (15) days from the onset of such condition. [Early Termination clause here as an option 7. Early Termination by City/Notice. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Service Provider. Such notice shall be delivered at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to the following addresses: City: Copy to: Service Provider: City of Fort Collins City of Fort Collins Attn: Purchasing Attn: PO Box 580 PO Box 580 Fort Collins, CO 80522 Fort Collins, CO 80522 BID 7345 Traffic Signal Poles Page 6 of 28 In the event of early termination by the City, the Service Provider shall be paid for services rendered to the date of termination, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole right and remedy for such termination. 8. Contract Sum. The City shall pay the Service provider for the performance of this Contract, subject to additions and deletions provided herein, per the attached Exhibit "11 consisting of page , and incorporated herein by this reference. 9. City Representative. The City will designate, prior to commencement of the work, its representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the services provided under this agreement. All requests concerning this agreement shall be directed to the City Representative. 10. Independent Service provider. The services to be performed by Service Provider are those of an independent service provider and not of an employee of the City of Fort Collins. The City shall not be responsible for withholding any portion of Service Provider's compensation hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for any other purpose. 11. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Service Provider shall neither assign any responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the City. 12. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the services shall not be construed to operate as a waiver of any rights or benefits provided to the City under this Agreement or cause of action arising out of performance of this Agreement. BID 7345 Traffic Signal Poles Page 7 of 28 13. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with the highest degree of competence and care in accordance with accepted standards for work of a similar nature. b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use, and all workmanship shall be acceptable to City. C. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City -furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship/workwomanship fora period beginning with the start of the work and ending twelve (12) months from and after final acceptance under the Agreement, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to City. 14. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this agreement, such party may be declared in default thereof. 15. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period often (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail himself of any other remedy at law or equity. If the non -defaulting party commences legal or equitable actions against the defaulting party, the defaulting party shall be liable to the non - defaulting party for the non -defaulting party's reasonable attorney fees and costs incurred because of the default. BID 7345 Traffic Signal Poles Page 8 of 28 16. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire agreement between the parties and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors and assigns of said parties. 17. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever brought or asserted for injuries to or death of any person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit , consisting of one (1) page, attached hereto and incorporated herein by this reference. The Service Provider before commencing services hereunder, shall deliver to the City's Director of Purchasing and Risk Management, P. O. Box 580 Fort Collins, Colorado 80522 one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the City. 18. Entire Agreement. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties. Covenants or representations not contained in this Agreement shall not be binding on the parties. 19. Law/Severability. The laws of the State of Colorado shall govern the construction interpretation, execution and enforcement of this Agreement. In the event any provision of this Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such BID 7345 Traffic Signal Poles Page 9 of 28