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HomeMy WebLinkAboutECAT13-012 Landscape Technology Group With ExhibitsAGREEMENT BETWEEN EAGLE COUNTY AIR TERMINAL CORPORATION AND LANDSCAPE TECHNOLOGYj GROUP, INC. THIS AGREEMENT is made this. of ,? , 2013, by and between Eagle County Airport Terminal Corporation (`SCAT "), nd Landscape Technology Group, Inc., a company organized under the laws of the State of Colorado ( "Contractor "). WHEREAS, ECAT desires to install landscape and irrigation improvements at the Eagle County Regional Airport property (the "Airport "); and WHEREAS, ECAT issued an Invitation for Bid dated March 7, 2013 (the "IFB ") together with Addendums dated March 21, 2013 and March 27, 2013, attached hereto as Exhibit A , and incorporated herein by this reference„ in order to solicit bids from contractors willing and able to provide such services and materials; and WHEREAS, in response to the IFB, Contractor submitted a Bid Form, attached hereto as Exhibit B and incorporated herein by this reference WHEREAS, after review of bids submitted in response to Exhibit A ' and review of Contractor's Bid Form, attached hereto as Exhibit B , ECAT wishes to engage Contractor to provide the services and materials described in Article 1 hereunder; and WHEREAS, Contractor is authorized to do business in the State of Colorado, has experience and expertise necessary to provide said services to ECAT; and WHEREAS, ECAT and Contractor intend by this Agreement to set forth the scope of the responsibilities of Contractor in connection with the services and related terms and conditions to govern the relationship between Contractor and ECAT in connection with this Agreement. NOW, THEREFORE, in consideration of the foregoing premises and the following promises, ECAT and Contractor agree as follows: ARTICLE 1 — THE PROJECT AND THE WORK 1.1 The project which is the subject matter hereof is generally described as follows: installation of landscape and irrigation improvements at the Airport (the "Project "). Contractor shall supply and perform all work to complete the Project as specified in the Contract Documents the "Work" or the "Services "). 1.2 A more complete description of the Project and a description of the applicable Project site the "Site ") is provided in the Contract Documents. 1.3 Capitalized terms that are not defined in this Agreement shall have the meanings ascribed to them in the General Conditions and (or) the other Contract Documents as applicable. ECAT13-012 1.4 The intent of the Contract Documents is to include all items reasonably necessary for the proper execution and completion of the Work. The Contract Documents are complementary and what is required by any one shall be binding as if required by all. Based on Contractor's careful review of the Contract Documents, Contractor acknowledges that the Contract Documents require the installation of a completed Project in accordance with the terms hereof. 1.5 Contractor shall perform all the Work required by the Contract Documents or reasonably inferable therefrom, for the complete construction and installation of the Project in accordance with the Contract Documents. Contractor shall provide and furnish all materials, supplies, equipment, tools, implements, all other facilities, and all other labor, supervision, security, transportation, utilities, storage, appliances and all other services as and when required for or in connection with the completion of the Project. ARTICLE 2 — ECAT'S REPRESENTATIVE 2.1 The Project is under the authority of the Eagle County Air Terminal Corporation and the Assistant Aviation Director shall be County's liaison with Contractor with respect to the performance of the Work (the "Project Manager "). 2.2 Contractor's representative is Rich Leeman. 2.3 Contractor's representative shall not be changed with less than ten (10) days prior written notice to ECAT. ARTICLE 3 - CONTRACT TIME 3.1 The Work will be completed and ready for final payment in accordance with the Contract Documents on or before August 1, 2014 (the "Contract Time "). 3.2 Contractor shall employ all such additional labor, services and supervision, including such extra shifts and over time, as may be necessary to maintain and to achieve final payment in accordance with the Contract Documents on or before the Contract Time, all without an increase in the Contract Price. 3.3 ECAT and Contractor recognize that time is of the essence of this Agreement and that ECAT will suffer financial loss if the Work is not substantially complete within the time specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving at a legal or arbitration hearing, the actual loss suffered by ECAT if the Work is not substantially complete on time. Accordingly, instead of requiring such proof, ECAT and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay ECAT Five Hundred dollars ($500.00) for each day that expires after the time specified in paragraph 3.1 for completion until the Work is complete. 2 ARTICLE 4 - CONTRACT PRICE 4.1 For services satisfactorily performed in accordance with the Contract Documents, ECAT shall pay Contractor an amount not to exceed $272,154.83 (the "Contract Price ") in accordance with the Bid Form attached hereto as Exhibit B . 4.2 Notwithstanding anything in the Contract Documents to the contrary, the Contract Price which is based in part upon unit prices) includes, without limitation, the entire amount of overhead and profit payable to Contractor in connection with the Work under the Contract Documents. Contractor shall not have the right to, nor shall it seek to recover, any additional compensation for overhead or profit. Unit quantities actually incorporated in the Project may be adjusted subject to the not to exceed Contract Price and in accordance with the Contract Documents. In no event shall the Unit prices set forth in Contractor's Bid Form be adjusted. 4.3 Without invalidating the Contract Documents, SCAT may, at any time or from time to time, authorize additions, deletions, or revisions in or to the Work by written change order executed by the Project Manager and Contractor (each a "Change Order "). Within ten (10) days of receipt of a request for a change from ECAT, Contractor shall prepare and submit to ECAT, a detailed breakdown (with all supporting documents) sufficient to enable ECAT to determine the effect to the Contract Price, if any, and the effect to the Contract Time, if any, of a proposed change. If the change is thereafter approved by the Project Manager or ECAT, the Project Manager and Contractor shall effect such change by execution of a written Change Order. Upon receipt by Contractor of an approved Change Order, Contractor shall proceed with the work set forth in the Change Order. All such work shall be performed under the applicable conditions of the Contract Documents. The Contract Price may only be changed by a written Change Order executed by the Project Manager or ECAT. Failure of Contractor to obtain a written Change Order prior to performing any work shall result in non - payment for such work. There shall be no verbal Change Orders and Contractor shall not be entitled to rely on verbal Change Orders. The Project Manager shall be authorized to sign Change Orders revising or changing the Work and any associated change in the Contract Price within the budget constraints set for this Project. Change Orders in excess of the budgeted amount must be signed and approved by the ECAT Board. 4.4 Pursuant to the provisions of §24 -91- 103.6, C.R.S., and notwithstanding anything to the contrary contained elsewhere in the Contract Documents, no change order or other form of order or directive by ECAT, and no amendment to this Agreement, requiring additional compensable Work to be performed which Work causes the aggregate amount payable under the Agreement to exceed the amount appropriated for the original Agreement, shall be of any force or effect unless accompanied by a written assurance by ECAT that lawful appropriations to cover the costs of the additional Work have been made or unless such Work is covered under a remedy - granting provision in the Agreement. 4.5 All obligations beyond the current fiscal year are subject to funds being budgeted and appropriated. Specifically, notwithstanding anything to the contrary contained in this Agreement, ECAT shall have no obligations under this Agreement, nor shall any payment be made to Contractor in respect of any period after December 31 of each calendar year during the term of 3 this Agreement, without an appropriation therefore by ECAT in accordance with a budget adopted by the ECAT Board in compliance with the provisions of Article 25 of Title 30 of the Colorado Revised Statutes, the Local Government Budget Law (C.R.S. §29 -1 -101 et.seq.), and the TABOR Amendment (Constitution, Article X, Sec. 20). ARTICLE 5 - PAYMENT PROCEDURES Contractor shall submit Applications for Payment in accordance with the General Conditions. Applications for Payment will be processed as provided in the General Conditions. 5.1 PROGRESS PAYMENTS: ECAT shall make monthly progress payments on account of the Contract Price and as provided in the Contract Documents. All progress payments will be on the basis of the progress of the Work. ECAT shall have the right to request and inspect supporting documentation for progress payments, including but not limited to receipts and invoices evidencing payments of charges associated with the Work. 5.2 The period covered by each Application for Payment shall be one calendar month beginning on the first of each month and ending on the last day of the month. 5.3 Each Application for Payment shall be based upon the unit prices and percentage of completion as set forth in the Contract Price and otherwise in accordance with the Contract Documents. Each Application for Payment shall show actual quantities incorporated into the Project for each portion of the Work as of the end of the period covered by such Application for Payment. 5.4 Prior to completion, ECAT shall authorize partial payments at the end of each calendar month or as soon thereafter as practicable if Contractor is satisfactorily performing in accordance with the Contract Documents. Progress payments will be in an amount equal to 95% of the calculated value of the Work completed. The withheld percentage of the Contract Price shall be retained until the Agreement is completed satisfactorily and finally accepted by the public entity. 5.5 Progress payments and retained funds shall occur in compliance with the General Conditions attached hereto and C.R.S. §24 -91 -103. 5.6 In taking action on Contractor's Applications for Payment, ECAT shall be entitled to rely on the accuracy and completeness of the information furnished by Contractor and shall not be deemed to represent that (i) ECAT has made a detailed examination, audit or arithmetic verification of the documentation submitted by Contractor; (ii) ECAT has made exhaustive or continuous on -site inspections of the Work; or (iii) ECAT has made examination to ascertain how or for what purposes Contractor has used amounts previously paid on the Contract Price. 5.7 FINAL PAYMENT: Upon final completion and acceptance in accordance with the General Conditions, ECAT shall pay the remainder of the Contract Price. The final payment shall not be made until after final settlement of this Agreement has been duly advertised at least ten days prior to such final payment by publication of notice thereof at least twice in a public newspaper of general circulation published in Eagle County, and the ECAT Board has held a 4 public hearing thereon and complied with C.R.S. §38 -26 -107. Final payment shall be made in accordance with the requirements of the aforesaid statute. ECAT shall make a final settlement in accordance with C.R.S. 38 -26 -107 within sixty days after the Agreement is completed satisfactorily and finally accepted by ECAT. 5.8 ECAT may withhold payments due to Contractor, to such an extent as may be necessary to protect ECAT from loss, because of defective work or material not remedied or the failure of Contractor to carry out the Work in accordance with this Agreement and the Contract Documents. 5.9 Notwithstanding the fact that some of the Work may occur on property owned by third parties that are not governmental entities, the Contractor acknowledges and agrees that payment shall be made in accordance with C.R.S. 24 -91 -103 and C.R.S. 38 -26 -107 and hereby waives its right to lien the property. Contractor shall include the language of this paragraph 5.9 in any subcontracts for the Project. ARTICLE 6 — CONTRACTOR'S REPRESENTATIONS In order to induce ECAT to enter into this Agreement, Contractor makes the following representations: 6.1 Contractor has familiarized itself with the nature and extent of the Services to be provided hereunder, the Airport, and with all local conditions, and federal, state, and local laws, ordinances, rules and regulations that in any manner affect cost, progress, or performance of the Services. 6.2 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 the Work at the Contract Price, within the Contract Time, and in accordance with other terms and conditions of the Contract Documents; and no additional examinations, investigations, tests, reports, or similar data are, or will be required by Contractor for such purposes. 6.3 To the extent possible, Contractor has correlated the results of all such observations, examinations, investigations, tests, reports, and data with the terms and conditions of the Contract Documents. 6.4 To the extent possible Contractor, has given County written notice of all conflicts, errors, or discrepancies that he has discovered in the Contract Documents. 6.5 Contractor will be responsible for provision of the Services and shall perform the Services in a skillful, professional and competent manner and in accordance with the standard of care, skill and diligence applicable to contractors of its kind. Further, in rendering the Services, Contractor shall comply with the highest standards of customer service to the public. Contractor shall provide appropriate supervision of its employees to ensure the Services are performed in accordance with the Contract Documents. 6.6 Contractor shall maintain insurance as set forth in the General Conditions. Before permitting any of his subcontractors to perform any Work under this Agreement, Contractor shall require each of his subcontractors to procure and maintain such insurance as set forth in the General Conditions. 6.7 In performing the Work under this Agreement, the Contractor acts as an independent contractor and is solely responsible for necessary and adequate worker's compensation insurance, personal injury and property damage insurance, as well as errors and omissions insurance. The Contractor, as an independent contractor, is obligated to pay federal and state income tax on moneys earned. The personnel employed by the Contractor are not and shall not become employees, agents or servants of ECAT because of the performance of any work by this Agreement. ARTICLE 7 — THE CONTRACT DOCUMENTS The Contract Documents which comprise the entire Agreement are made a part hereof, and consist of the following: 7.1 This Agreement. 7.2 Contractor's Bid Form, attached hereto as Exhibit B . 7.3 Bid Documents including Invitation for Bid and Instructions to Bidders, attached hereto as Exhibit A 7.4 General Conditions, attached hereto as Exhibit A . 7.5 Construction Drawings, attached hereto as Exhibit A . 7.6 Technical Specifications, attached hereto as Exhibit A. 7.7 Bid Schedule Descriptions. 7.8 Addendum(s), attached hereto as Exhibit A . 7.9 Performance and other Bonds. 7.10 Notice of Award and, if any, Notice to Proceed. 7.11 Any modification, including Change Orders, duly delivered after execution of Agreement. The parties acknowledge and agree that this Agreement and the General Conditions attached hereto, shall supersede and control over any inconsistent or contrary provision in any other attachment or agreement. There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be altered, amended, or repealed by an executed, n written amendment to this Agreement. ARTICLE 8 - BONDS , Not later than five business days following the execution of this Agreement, Contractor shall deliver to ECAT the bonds required by the Contract Documents, and, notwithstanding anything to the contrary contained in the Contract Documents, ECAT shall have no liability or obligation hereunder unless and until the bonds have been so delivered. ARTICLE 9- SUBCONTRAC AND OTHER AGREEMENTS 9.1 Those portions of the Work that Contractor does not customarily perform with Contractor's own personnel shall be performed under subcontracts and (or) by other appropriate agreements with Contractor (individually a "Subcontract" and collectively "Subcontracts "). 9.2 All Subcontracts shall conform to provisions of this Agreement, and shall comply with all applicable federal and state laws and shall provide that such Subcontracts shall be governed by the laws of the State of Colorado: By an appropriate written agreement, Contractor shall require the subcontractor to the extent of the Work to be performed by the subcontractor, to be bound to Contractor by the terms of the Contract Documents and to assume toward Contractor all the obligation and responsibility which Contractor, by these Documents, assumes towards ECAT. Said agreement shall preserve and protect the rights of ECAT under the Contract Documents with respect to the Work to be performed by the subcontractor so that the subcontracting thereof will not prejudice such rights. Contractor shall require each subcontractor to enter into similar agreements with its subcontractors. Contractor shall make available to each proposed subcontractor, prior to the execution of the subcontract, complies of the Contract Documents to which the subcontractor will be bound by this paragraph 9.2. Each subcontractor shall similarly make copies of such Documents to its subcontractors. ECAT shall have the right to review and approve each form of Subcontract. 9.3 Contractor shall be responsible to ECAT for the acts and omissions of its agents, employees, suppliers, subcontractors performing work under a contract with Contractor and such subcontractors' lower -tier subcontractors, agents and employees. 9.4 Nothing contained in the Contract Documents shall be deemed to create any contractual relationship between any subcontractor of any tier and ECAT. ARTICLE 10 —MISCELLANEOUS 10.1 No assignment by a party hereto of any rights under, or interests in the Agreement will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Agreement. h 10.2 County and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other partyhereto, in respect to all covenants, agreements, and obligations contained in this Agreement. 10.3 Provision Mandated by C.R.S. § 8 -17.5 -101 et seq. PROHIBITIONS ON PUBLIC CONTRACT FOR SERVICES 10.3.1 If Contractor has any employees or subcontractors, Contractor shall comply with C.R.S. § 8- 17.5 -101, et seq., regarding Illegal Aliens Public Contracts for Services, and this Contract. By execution of this Contract, Contractor certifies that it does not knowingly employ or contract with an illegal alien who will perform under this Contract and that Contractor will participate in the E -verify Program or other Department of Labor and Employment program Department Program ") in order to confirm the eligibility of all employees who are newly hired for employment to perform Services under this Contract. 10.3.2 Contractor shall not: i) Knowingly employ or contract with an illegal alien to perform work under this contract for services; or ii) Enter into a contract with a subcontractor that fails to certify to the Contractor that the subcontractor shall not knowingly employ or contract with an illegal alien to perform work under the public contract for services. 10.3.3 Contractor has confirmed the employment eligibility of all employees who are newly hired for employment to perform work under this Contract through participation in the E- verify Program or Department Program, as administered by the United States Department of Homeland Security. Information on applying for the E- verify program can be found at: h_pt : l/ www.dhs.gov/arevprot/programs/gc 1185221678150.shtm 10.3.4 The Contractor shall not use either the E- verify program or other Department Program procedures to undertake pre - employment screening of job applicants while the public contract for services is being performed. 10.3.5 If the Contractor obtains actual knowledge that a subcontractor performing work under the public contract for services knowingly employs or contracts with an illegal alien, the Contractor shall be required to: i) Notify the subcontractor and the County within three days that the Contractor has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and ii) Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to subparagraph (i) of the paragraph E:3 D) the subcontractor does not stop employing or contracting with the illegal alien; except that the Contractor shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. 10.3.6 The Contractor shall comply with any reasonable request by the Department of Labor and Employment made in the course of an investigation that the department is undertaking pursuant to its authority established in C.R.S. § 8- 17.5 - 102(5). 10.3.7 If a Contractor violates these prohibitions, the County may terminate the contract for a breach of the contract. If the contract is so terminated specifically for a breach of this provision of this Contract, the Contractor shall be liable for actual and consequential damages to the County as required by law. 10.3.8 ECAT will notify the office of the Colorado Secretary of State if Contractor violates this provision of this Contract and ECAT terminates the Contract for such breach. 10.4 ATTORNEY'S FEES: In the event of litigation between the parties hereto regarding the interpretation of this Agreement, or the obligations, duties or rights of the parties hereunder, or if suit otherwise is brought to recover damages for breach of this Agreement, or an action be brought for injunction or specific performance, then and in such events, the prevailing party shall recover all reasonable costs incurred with regard to such litigation, including reasonable attorney's fees. 10.5 Invalidity or unenforceability of any provision of this Agreement shall not affect the other provisions hereof, and this Agreement shall be construed as if such invalid or unenforceable provision was omitted. 10.6 Any indemnity, warranty or guaranty given by Contractor to ECAT under the Contract Documents shall survive the expiration or termination of the Contract Documents and shall be binding upon Contractor until any action thereunder is barred by the applicable statute of limitations or as otherwise expressly provided on the Contract Documents. ARTICLE 11- JURISDICTION AND VENUE: 11.1 This Agreement shall be interpreted in accordance with the laws of the State of Colorado and the parties hereby agree to submit to the jurisdiction of the courts thereof. Venue shall be in the Fifth Judicial District for the State of Colorado. ARTICLE 12 - INDEMNIFICATION: 12.1 The Contractor shall, to the fullest extent permitted by law, indemnify and hold harmless ECAT and any of its officers, agents and employees against any losses, claims, damages or liabilities for which ECAT or any of its officers, agents, or employees may become subject to, insofar as any such losses, claims, damages or liabilities arise out of, directly or indirectly, this 9 Agreement, or are based upon any performance or nonperformance by Contractor hereunder, and Contractor shall reimburse ECAT for any and all legal and other expenses incurred by ECAT in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnification shall not apply to claims by third parties against the County to the extent that ECAT is primarily liable to such third party for such claim without regard to the involvement of the Contractor. ARTICLE 13 - OWNERSHIP OF DOCUMENTS AND MATERIALS: 13.1 All documents (including electronic files) which are obtained during, purchased or prepared in the performance of the Services shall remain the property of SCAT and are to be delivered to ECAT before final payment is made to Contractor or upon earlier termination of this Agreement. ARTICLE 14 - TERMINATION: 14.1 ECAT may terminate this Agreement, in whole or in part, for any reason, at any time, with or without cause. Any such termination shall be effected by delivery to Contractor of a written notice of termination specifying the reason and date upon which termination becomes effective. In such event, Contractor shall be compensated for all Services satisfactorily completed up to the date of termination for such Services. ARTICLE 15 — NOTICE 15.1 Any notice required under this Agreement shall be personally delivered, mailed in the United States mail, first class postage prepaid, or sent via facsimile provided an original is also promptly delivered to the appropriate party at the following addresses: The County: Eagle County Air Terminal Corp. P.O. Box 850 Eagle, Colorado 81631 970) 328 -2680 (p) 970) 328 -2687 (f) and a copy to: Eagle County Attorney P.O. Box 850 Eagle, Colorado 81631 970) 328 -8699 (f) The Contractor: Landscape Technology Group, Inc. P.O. Box 5147 Vail, Colorado 81658 970 -524 -0138 (p) 970 -524 -5503 (f) 10 15.2 Notices shall be deemed given on the date of delivery; on the date a FAX is transmitted and confirmed received or, if transmitted after normal business hours, on the next business day after transmission, provided that a paper copy is mailed the same date; or three days after the date of deposit, first class postage prepaid, in an official depositary of the U.S. Postal Service. ARTICLE 16 — INDEPENDENT CONTRACTOR 16.1 It is expressly acknowledged and understood by the parties hereto that nothing contained in this Agreement shall result in, or be construed as establishing, an employment relationship between ECAT and Contractor or ECAT and Contractor's employees. Contractor and its employees shall be, and shall perform as, independent contractors. No officer, agent, subcontractor, employee, or servant of Contractor shall be, or shall be deemed to be, the employee, agent or servant of SCAT. Contractor shall be solely and entirely responsible for the means and methods to carry out the Services under this Agreement and for Contractor's acts and for the acts of its officers, agents, employees, and servants during the performance of this agreement. Neither Contractor nor its officers, agents, subcontractors, employees or servants may represent, act, purport to act or be deemed the agent, representative, employee or servant of ECAT. ARTICLE 17 — INSURANCE REQUIREMENTS 17. Contractor shall maintain insurance as set forth in the General Conditions. Before permitting any of his subcontractors to perform any Work under the Contract Documents, Contractor shall require each of his subcontractors to procure and maintain such insurance as set forth in the General Conditions. SIGNATURE PAGE TO FOLLOW // 11 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. EAGLE COUNTY AIR JtMINAL CORPORATION, by and through its Board of D" toles Jox3/Stav *ey, President Contractor: Landscape Teclbnology Group IM Title: 12 EXHIBIT A Invitation for Bid dated March 7, 2013 Addendums dated March 21, 2013 and March 27, 2013 13 Eagle County Regional Airport Section 000010 - 1 Gypsum Colorado Project Title Page ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 INVITATION FOR BIDS FOR EAGLE COUNTY REGIONAL AIRPORT LANDSCAPE IMPROVEMENTS 219 Eldon Wilson Road Gypsum, Colorado Bid Issue March 7, 2013 SEALED BIDS TO BE RECEIVED BY: April 1, 2013 5:00 pm Bids to be sent to: Attn: Chris Anderson, Assistant Aviation Director, Eagle County Regional Airport 219 Eldon Wilson Road Gypsum, CO 81637 Eagle County Regional Airport Section 000100 - 3 Gypsum Colorado Table of Contents ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 000100 TABLE OF CONTENTS TABLE OF CONTENTS .......................................................................................................................................... 3 LIST OF DRAWINGS .............................................................................................................................................. 5 INVITATION FOR BIDS ............................................................................ 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INSTRUCTIONS TO BIDDERS .............................................................................................................................. 9 BID FORM ............................................................................................................................................................. 18 BID SUBMITTAL CHECKLIST ............................................................................................................................. 29 SUPPLEMENTAL UNIT PRICING........................................................................................................................ 31 PROPOSED SUBCONTRACTOR FORM............................................................................................................ 37 BIDDER’S QUALIFICATIONS .............................................................................................................................. 39 SAMPLE AGREEMENT ....................................................................................................................................... 41 GENERAL CONDITIONS ..................................................................................................................................... 51 SUMMARY OF WORK ......................................................................................................................................... 65 PROJECT MANAGEMENT AND COORDINATION ............................................................................................ 67 SUBMITTAL PROCESS ....................................................................................................................................... 69 TEMPORARY FACILITIES AND CONTROLS ..................................................................................................... 71 PRODUCT STORAGE AND HANDLING ............................................................................................................. 73 DESIGN-BUILD EXTERIOR ELECTRICAL WORK ............................................................................................. 77 IRRIGATION MAINTENANCE .............................................................................................................................. 81 LANDSCAPE MAINTENANCE ............................................................................................................................. 85 IRRIGATION SYSTEM ......................................................................................................................................... 95 GENERAL LANDSCAPE .................................................................................................................................... 109 SOIL PREPARATION ......................................................................................................................................... 119 SEEDING ............................................................................................................................................................ 125 SODDING ........................................................................................................................................................... 131 END OF SECTION Eagle County Regional Airport Section 000150 - 5 Gypsum Colorado List of Drawings ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 000150 LIST OF CONSTRUCTION DRAWINGS The following is a complete list of the construction drawings that are included with the Bid Package (the “Construction Drawings”). Sheet No. Sheet Name Most Current Date L-1 Notes 3/07/2013 L-2 Plant List 3/07/2013 L-3 Landscape Plan 3/07/2013 L-4 Landscape Plan 3/07/2013 L-5 Landscape Details 3/07/2013 I-1 Irrigation Schedule & Notes 3/07/2013 I-2 Irrigation Plan 3/07/2013 I-3 Irrigation Plan 3/07/2013 I-4 Irrigation Two-wire Plan 3/07/2013 I-5 Irrigation Details 3/07/2013 I-6 A-1 A-2 A-3 S1.1 Irrigation Details Site Plan (Signage) Elevations, Sections – Horizontal Sign Elevations, Sections – Vertical Sign Structural Sign Details & Notes 3/07/2013 3/07/2013 3/07/2013 3/07/2013 3/07/2013 END OF SECTION Eagle County Regional Airport Section 001110 - 7 Gypsum Colorado Invitation for Bids ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 001110 INVITATION FOR BIDS Distribution Date: March 7, 2013 Project: Eagle County Regional Airport Landscape Improvements Location: 217 Eldon Wilson Road Gypsum, Colorado The Project is a renovation of the existing landscape at the Eagle County Regional Airport. Improvements include: soil preparation, dry land seeding, sodding, relocating cobble mulch, planting and installing various site amenities. Retrofitting the existing irrigation system and construction of entry and exit monuments are other key components to this Project. This Project is divided up into several areas and each area is to be priced out separately. Each improved area will be maintained for a full landscape season following the installation. The start date for the Project is anticipated to be May 1, 2013 and substantial completion of the Project is anticipated by June 28, 2013. Bids for the Project must be sent to Chris Anderson, the Assistant Aviation Director for the Eagle County Regional Airport, via ground shipping methods only, i.e. FedEx, UPS, or via hand delivery to the Eagle County Regional Airport, 219 Eldon Wilson Road, Gypsum, CO 81637. Bids shall be submitted in a sealed envelope clearly marked “Eagle County Regional Airport Landscape Improvements” on the outside of the envelope/package (the “Sealed Bid”). The outside of the envelope must also contain the name and address of the Bidder. Sealed Bids must be received by 5:00 PM (Mountain Time) on April 1, 2013 in order to be considered. The Sealed Bid shall be accompanied by the required Bid Security. No telephone, email or facsimile Bids will be accepted. All documents submitted with the Bid shall be clearly marked with the Bidder’s name. No Bids will be considered which are received after the date and time set forth above and any Bids received after such date and time shall be returned to the Bidder and will not be considered under any circumstances. Sole responsibility rests with the Bidder to ensure that their Bid is received on time at the stated location. The Owner of the Project, Eagle County Air Terminal Corporation (“ECAT” ),(hereinafter referred to as the “Owner”) presently anticipates opening the Sealed Bids on April 2, 2013, and issuing a Notice to Proceed to the Successful Bidder on May 1, 2013. The Successful Bidder will be required to furnish certification of specific insurance requirements and performance bonds required for contracts with Owner prior to the commencement of any services. All Bidders are required to attend a mandatory pre-Bid meeting and site visit on March 15th at 10:00 am, inside the main commercial passenger terminal entrance (217 Eldon Wilson Road Gypsum, CO). Failure to attend will result in disqualification of a Bidder’s Bid. Potential subcontractors are encouraged to attend. The Construction Drawings and the Technical Specifications for the Project will be available electronically through Norris Design (hereinafter “Owner’s Representative”) via ftp site by contacting the Owner’s Representative, John Birkey, contact information below. Bidders will be responsible for all printing costs. Hard copy plan sets can be sent to Bidders upon request at a cost of $35.00. Checks must be made payable to “Norris Design”. Eagle County Regional Airport Section 001110 - 8 Gypsum Colorado Invitation for Bids ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Owner reserves the right, in its sole discretion, to accept or reject any and all Bids, to waive any informality or technicality in any Bid, to negotiate contract terms with a Bidder, to disregard all non- conforming, non-responsive or conditional Bids and to postpone the award of the Project Agreement for a period not exceeding ninety (90) days after the Bid opening. Any questions concerning this Bid shall be directed in writing (e-mail) to: Owner’s Representative: John Birkey, Norris Design jbirkey@norris-design.com 303-892-1166 END OF SECTION Eagle County Regional Airport Section 004100 - 9 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 002110 INSTRUCTIONS TO BIDDERS INSTRUCTIONS TO BIDDERS 1. Defined Terms Terms used in these Instructions to Bidders which are defined elsewhere in the Contract Documents have the same meanings. The term "Successful Bidder" means the most qualified, responsible Bidder to whom the Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award. “Applicable Requirements” means all federal, state and local laws, statutes, ordinances, codes, rules, regulations, orders, judgments and decrees applicable to the Work, including without limitation a state or federal Storm Water Management Plan (“SWMP”). “Bid” means the offer or proposal of the Bidder submitted on the prescribed Bid Form setting forth the prices for the Project to be constructed. “Bid Package” means all documents and drawings provided to the Contractor for bidding purposes, consisting of: List of Construction Drawings, Invitation for Bids, Instructions to Bidders, Bid Form, Bid Submittal Checklist, Supplemental Unit Pricing, Proposed Subcontractor Form, Bidder’s Qualifications, General Conditions, General Requirements, Technical Specifications and Sample Project Agreement. “Bid Form” means the form of the offer or proposal setting forth the Project to be constructed. “Bidder” means any individual, firm or corporation submitting a Bid for the Project contemplated, acting directly or through a duly authorized representative. “Change Order” means a written document provided by Contractor to the Owner, requesting an authorization for an addition, deletion or revision in the Work, or an adjustment in the Construction Schedule or Contract Price, issued after the effective date of the Project Agreement, to be signed by both Owner and Contractor. “Construction Schedule” means a document containing specific time periods and deadlines associated with construction of the Project and performance of the Work. “Contractor” means the company that undertakes a Project Agreement to provide material and labor to complete the Project. “Contract Time” means the time between the signing of the Project Agreement and Final Completion. “Contract Price” means the compensation for the Work, as specified in the Project Agreement authorizing the Work to be performed. “ECAT” means the Eagle County Airport Terminal Corporation “Effective Date” means the date upon which the Project Agreement is signed. Eagle County Regional Airport Section 004100 - 10 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 “FPO” is defined as a Field Purchase Order issued for additional Work by Owner’s Authorized Representative. Final Completion means (a) the Work has passed all applicable inspections and Contractor has obtained all required approvals, permits, certificates and sign-offs from the appropriate agencies, including governmental authorities and utilities, (b) all Work, including all punch list Work, has been completed to Owner’s satisfaction, as evidenced by a written approval notice to Contractor from Owner’s Authorized Representative and (c) Contractor has delivered to Owner the as-built Plans, and other documentation required in Section 011100 Summary of Work, and cleaned the Site as required in the Division 2 technical specifications. “General Conditions” means the general conditions as set forth in the Contract Documents. “Owner” means the Eagle County Airport Terminal Corporation “Payment Authorization” means all written authorizations that ECAT requires Contractor to submit with invoices for payment. “Phase” means a portion of the Project defined as such. “Plans” means the official plans, drawings, Working drawings, or supplemental drawings or exact reproductions thereof, approved by Owner’s Authorized Representative, which show the location, character, dimensions, and details of the Work. “Project” means the construction Project specified in the Project Agreement and Scope of Work; in the total construction of which the Work may be the whole or a part. “Project Agreement” means the legally binding contract that is signed by the Owner and the Contractor to successfully complete the Project defined by the Contract Documents. “Punch List” means a list of issues compiled by the Owner and Owner’s Representative that need to be resolved by the Contractor prior to Final Completion. “Site” means the physical location of the Project(s). “Special Conditions” means the specific clauses setting forth conditions or requirements peculiar to the Project, covering Work or materials involved in the Bid which are not thoroughly or satisfactorily stipulated in the General Conditions or Technical Specifications. “Substantial Completion” means the Work (or a specified part thereof) has progressed to the point where, in the opinion of Owner as evidenced by its definitive certificate of substantial completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it was intended; or if there be no such certificate issued, when final payment is due in accordance with paragraph 21 of the General Conditions. The terms “substantially complete” and “substantially completed” as applied to any Work refer to substantial completion thereof. Eagle County Regional Airport Section 004100 - 11 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 “Technical Specifications” means the specifications specified in the Scope of Work in drawing and document format. “Subcontractor” means an individual or entity having a direct contract with the Contractor or with any other Subcontractor for the performance of a portion of the Work. “Supervisor” means Contractor’s Supervisor designated under the Contract Documents. “Time and Material Authorization” or “TMA” means a document, which will be provided to Owner by Contractor identifying hourly charges for specific Work to be performed and equipment to be used to complete the Project. "Work" or “Scope of Work” means the Work specified in the Construction Drawings and the Technical Specifications. 2. Copies of Contract Documents a. The Contract Documents consist of the following: Contract Contractor’s Bid Form Invitation for Bids and Instructions to Bidders General Conditions Construction Drawings Technical Specifications Bid Schedule Descriptions Addenda Performance and other Bonds Notice of Award and Notice to Proceed Change Orders In case of a discrepancy between the documents, the order of precedence is as listed above. b. The Construction Drawings and the Technical Specifications will be available electronically through the Owner’s Representative (Norris Design) via ftp site. Bidders will be responsible for all printing costs. Hard copy plan sets can be sent to a Bidder upon request at a cost of $35.00. Checks should be made payable to Norris Design. c. Complete sets of Contract Documents shall be used in preparing Bids. Neither Owner, nor Owner’s Representative assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Contract Documents. d. The Owner reserves the right to issue Addenda. Bidders shall provide an e-mail address to which the Owner can e-mail the Addenda or notice thereof. In the event the Bidder does not have an e-mail address, the Bidder shall provide a telephone number where the Owner can notify the Bidder by phone of the Addenda. The Bidder shall be responsible for obtaining any Addenda. e. The Owner, in making Contract Documents available, does so only for the purpose of obtaining Bids on the Work and does not confer a license or grant for any other use. 3. Qualifications of Bidders Eagle County Regional Airport Section 004100 - 12 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 To demonstrate qualifications to perform the Work, each Bidder is required to complete and submit the attached Contractor's Qualification Statement with its Sealed Bid. 4. Examination of Contract Documents and Site b. Before submitting a Bid, each Bidder shall (a) examine the Contract Documents thoroughly; (b) visit the site to become familiar with local conditions that in any manner affect cost, progress or performance of the Work; (c) become familiar with federal, state and local laws, ordinances, rules and regulations that in any manner affect cost, progress or performance of the Work; and (d) study and carefully correlate the Bidder’s observations with the Contract Documents. c. Bidders may visit the site at any time to review the area of Work. d. The submission of a Bid shall constitute an incontrovertible representation by the Bidder of compliance with every requirement of the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the Work. 5. Interpretations All questions about the meaning or intent of the Contract Documents shall be submitted to the Owners Representative in writing. Replies shall be issued by Addenda . The last day for interpretation of the Contract Documents is March 21, 2013. Questions received after 5:00 pm on this date shall not be answered. All Addendums shall be issued by the Owners Representative no later than 5:00 pm on March 27, 2013. Only questions answered by formal written Addenda shall be binding. The Owner has not and will not authorize anyone to orally interpret any of the Contract Documents and any such oral or other interpretations or clarifications shall be without legal effect. 6. Bid Security a. Bid security shall be made payable to Owner in an amount of five percent (5%) of the Bidder’s maximum bid price, and in the form of a certified or bank check, or a bid bond issued by a surety meeting the requirements of Section 6. c. below (“Bid Security”). b. The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Project Agreement and furnished the required contract security, whereupon it will be returned; if the Successful Bidder fails to execute and deliver the Project Agreement and furnish the required contract security within fifteen (15) days of the Notice of Award, Owner may annul the Notice of Award and the Bid Security of the Bidder will be forfeited. The Bid Security of any Bidder whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the thirty-first (31st) day after the bid opening. Bid Security of other Bidders will be returned within seven (7) days of the bid opening. c. All bonds shall be in the forms prescribed by the Contract Documents, and be executed by such sureties as (a) are licensed to conduct business in the state where the Project is located, and (b) are named in the current list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 Eagle County Regional Airport Section 004100 - 13 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 (amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of the authority to act. 7. Substitute Material and Equipment a. The Project Agreement, if awarded, will be on the basis of material and equipment described in the Construction Drawings as specified in the Technical Specifications without consideration of possible substitute or “or-equal” items. Whenever it is indicated in the Construction Drawings, or specified in the Technical Specifications, that a substitute or “or-equal” item of material or equipment may be furnished or used by Contractor if acceptable to Owner, application for such acceptance will not be considered by Owner until after the effective date of the Project Agreement. 8. Bid Form a. Bidder shall submit three hard copies of completed Bid Form b. The Bidder shall submit a completed Bid Form in an electronic format. c. Bid Forms shall be clearly printed, so as to be legible. Bids may be disqualified if they are illegible, as determined by the parties reviewing the Bids. d. Bids by corporations must be executed in the corporate name by the president or a vice- president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown. e. Bids by partnerships must be executed in the partnership name and signed by a general partner, whose title must appear under the signature, and the official address of the partnership must be shown below the signature. f. All names must be typed or printed by the signature. g. Bidders are required to complete all Bid Schedules electronically. If all Bid Schedules are not complete, the Bid will be considered incomplete and may be rejected in the sole discretion of the Owner. Bids with other omissions may also be rejected in the sole discretion of the Owner. h. Alterations of the Bid Form will not be accepted. 9. Submission of Bids Bids shall be submitted at the time and place indicated in the Invitation for Bid. Bids shall be submitted in a sealed envelope, plainly marked "Eagle County Regional Airport Landscape Improvements." The outside of the envelope must contain the name and address of the Bidder. All documents submitted with the Bid shall be clearly marked with the Bidder’s name. The Bid shall be accompanied by the Bid Security and all other required documents and a disk (or electronic storage device e.g. “thumb drives”) containing the Bid Form, Bid Schedule, and any other relevant information. No telephone, email or facsimile Bids will be accepted. 10. Modification and Withdrawal of Bids Eagle County Regional Airport Section 004100 - 14 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 a. Bids may be modified or withdrawn at any time prior to the opening of the Bids by submission of an appropriate document executed in the manner that a Bid must be executed, and delivered to the Assistant Aviation Director for the Eagle County Regional Airport at the address where Bids are to be submitted b. If, within twenty-four hours after the Bids are opened, any Bidder files a duly signed written notice with the Owner and promptly thereafter demonstrates to the reasonable satisfaction of the Owner that there was a material and substantial mistake in the preparation of the Bid, that Bidder may withdraw its Bid. Thereafter, that Bidder will be disqualified from further Bidding on the Work. 11. Opening of Bids a. When Bids are opened publicly, they will be read aloud, and an abstract of the amounts of the base Bids and major alternates (if any) will be made available after the opening Bids. b. All Bids shall remain open for thirty (30) days after the day of the Bid opening, but Owner may, in its sole discretion, release any Bid and return the Bid Security, if required, prior to that date. 12. Award of Contract a. If a Project Agreement is to be awarded, it shall be awarded to the most qualified, responsible Bidder; however, the Owner reserves the right, in its sole discretion, to accept or reject any and all Bids, to waive any and all informality or technicality in any Bid, to negotiate contract terms with a Bidder, to add or delete work on the Bid and adjust cost accordingly, to disregard all non-conforming, non-responsive, or conditional Bids and to postpone the award of the Project Agreement for a period not exceeding ninety days after the Bid opening. Owner may accept a Bid other than the lowest responsive Bid if it determines in its sole discretion that doing so is in the best interest of the Project and the County. b. Discrepancies between words and figures will be resolved in favor of words. Discrepancies between the indicated sum or product and the correct sum or product thereof will be resolved in favor of the correct sum or product. c. In evaluating bids, Owner shall consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and alternates and unit prices if requested in the Bid Forms. It is the Owner’s intent to accept alternates (if any are accepted) in the order in which they are listed in the Bid Form, but Owner may accept them in any order or combination. d. Owner may consider the qualifications and experience of subcontractors and other persons and organizations (including those who are to furnish the principal items of material or equipment) proposed for those portions of the Work as to which the identity of subcontractors and other persons or organizations must be submitted as provided in the General Conditions. Operating costs, maintenance considerations, performance data, and quantities of materials and equipment may also be considered by Owner. e. The Owner may conduct such investigations as deemed necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidders, Eagle County Regional Airport Section 004100 - 15 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 proposed subcontractors and other persons and organizations to do the Work in accordance with the Contract Documents, to Owner’s satisfaction. f. The Owner reserves the right to reject the Bid of any Bidder who does not pass any such evaluation to the Owner's satisfaction, in its sole discretion. g. If applicable, when a construction contract for a public project is to be awarded to a Bidder, a Colorado resident bidder shall be allowed a preference against a nonresident bidder from a state or foreign country equal to the preference given or required by the state or foreign country in which the nonresident bidder is a resident, unless this requirement is inconsistent with requirements of federal law or may cause the denial of federal moneys. See 8-19-101, 102, CRS for the complete provisions regarding the preference. h. By submitting a Bid, the Contractor acknowledges and agrees that the discretion of Owner in selection of the Successful Bidder shall be final, not subject to review or attack and acknowledge that the submittal is made with full knowledge of the foregoing and in full agreement thereto. i. If the Project Agreement is to be awarded, the Owner shall give the Successful Bidder a Notice of Award within forty-five days after the day of the Bid opening or such other time as may be set forth in the Bid Package. 13. Performance or Other Bonds a. When the Successful Bidder delivers the executed Project Agreement to Owner, it shall be accompanied by performance and payment bonds, furnished by Contractor, each in an amount at least equal to 100% of the Contract Price as security for the faithful performance and payment of all Contractor’s obligations under the Contract Documents. These bonds shall remain in effect at least until two years after the date of final payment, except as otherwise provided by law. Contractor shall also furnish other bonds as are required by the Contract Documents. All bonds shall be in the forms prescribed by the Contract Documents, and be executed by such sureties as (a) are licensed to conduct business in the state where the project is located, and (b) are named in the current list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. 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 where any part of the Project is located, or it ceases to meet the requirements of clause (a) of this paragraph 11, Contractor shall within five days thereafter substitute another bond and surety, both of which shall be acceptable to Owner. 14. Signing of Agreement When the Owner issues a Notice of Award to the Successful Bidder, it will be accompanied by at least four unsigned counterparts of the Project Agreement and all other Contract Documents. Within (10) ten calendar days thereafter the Successful Bidder shall sign and deliver four fully executed counterparts of the Project Agreement to the Owner with all other Contract Documents attached. Within (10) ten days thereafter the Owner shall deliver one signed counterpart to the Successful Bidder. 15. Mandatory Pre-Bid Meeting & Site Visit Eagle County Regional Airport Section 004100 - 16 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 All Bidders are required to attend a mandatory pre-Bid meeting & site visit on March 15, 2013 at 10:00 am, Inside the main commercial passenger terminal entrance (217 Eldon Wilson Road Gypsum, CO). The office building is just to the west of the terminal building. Failure to attend will result in disqualification of a Bidder’s Bid. Potential subcontractors are encouraged to attend. 16. Project Schedule The Bidder is required to submit with the Bid a proposed construction schedule setting forth dates for completion of the Work described in the Contract Documents. The schedule shall indicate the proposed starting and ending dates for the various phases of the Project and for the various components of the Work. The schedule shall also specify the manpower and resources available for Work on this Project, including, but not limited to, an estimate of the number of crews Working on site on a weekly basis and the average time per week for key personnel on the Project. The schedule shall assume a start date of May 1, 2013, Substantial Completion by June 28, 2013 and Final Completion by July 19, 2013. The construction schedule will be reviewed when evaluating the Bids. Therefore, the Bidders should give careful consideration of how Work can be sequenced to meet or finish sooner than the deadlines set forth in this paragraph. 17. Liquidated Damages TIME IS OF THE ESSENCE IN THE PERFORMANCE OF THE WORK UNDER THE CONTRACT DOCUMENTS AND EACH OF THE TIME LIMITS PROVIDED IN THE CONTRACT DOCUMENTS. Any delay in achieving the date of Substantial Completion as defined in the Contract Documents shall result in significant monetary loss to Owner. As a result thereof, Contractor shall pay to Owner as liquidated damages, and not as a penalty, the amount of $500.00 per calendar day that Substantial Completion is not achieved after the date of Substantial Completion set forth in the Contract Documents. The parties hereby agree that liquidated damages are not punitive in nature and represent the parties’ best estimate of the Owner’s damages should the Project not be substantially completed on or prior to the date of Substantial Completion. If the liquidated damages set forth herein are determined to be invalid or unenforceable for any reason, Owner reserves the right to seek and recover all actual, consequential and special damages which arise or result from Contractor’s failure to achieve Substantial Completion on or prior to the date set forth in the Contract Documents. 18. Confidentiality Bidders should clearly identify any proprietary or confidential commercial data submitted with a Bid. Such identification may not preclude the release of such information pursuant to court order or under the Colorado Open Records Act. Notwithstanding the foregoing, Bidders submitting Bids in response to this Invitation for Bids acknowledge and agree that if a Project Agreement is awarded, ECAT shall have the right to disclose the information submitted by the Successful Bidder in response to this Invitation for Bids. END OF SECTION Eagle County Regional Airport Section 004100 - 17 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Eagle County Regional Airport Section 004100 - 18 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 004100 BID FORM EAGLE COUNTY REGIONAL AIRPORT LANDSCAPE IMPROVEMENTS THIS BID IS SUBMITTED TO: Chris Anderson, Assistant Aviation Director for Eagle County Regional Airport 219 Eldon Wilson Road Gypsum, CO 81637 April 1, 2013 The undersigned Bidder, having examined the site of the proposed Work and having full knowledge of the conditions under which the Work must be performed, hereby proposes to enter into a Project Agreement to perform such Work as set forth in the Eagle County Air Terminal Corporation General Conditions (section 008100), and all other Contract Documents, of which this Bid forms a part; and agrees to perform the Work construction therein described on the terms and conditions set forth therein; and will furnish all required labor and materials and pay all incidental costs associated with such Work, all in strict conformity with the Eagle County Air Terminal Corporation General Conditions (section 008100), for the following prices listed in the Bid form(s) as payment in full. The undersigned further proposes that should this Bid be accepted, the Bidder will commence Work on May 1, 2013 and complete the Project on or before July 19, 2013. The undersigned further agrees, if awarded the Contract for the Work included in this Bid, that it will begin, complete and deliver the required Work in accordance with the Eagle County Air Terminal Corporation General Conditions (section 008100). The undersigned has checked carefully the figures inserted hereinafter by it, and understands that the Owner will not be responsible for any error or omissions on the part of the undersigned in preparing this Bid . The undersigned hereby certifies that this Bid is genuine, and not sham or collusive, or made in the interest of or on behalf of any person not herein named, and that the undersigned has not, directly or indirectly, induced or solicited any other Bidder to submit a sham Bid, or induced any other person, firm or corporation to refrain from Bidding, and that the undersigned has not in any manner sought by collusion to secure for himself any advantages over any other Bidder. The only persons interested as principals in this Bid other than the one whose signature is affixed hereto are to be listed as follows (if there are none, state such fact): ___________________________. Name: Address: Name: Address: This Bid shall be valid from the date of submission to the date of an executed Eagle County Regional Airport Project Agreement. Eagle County Regional Airport Section 004100 - 19 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 In submitting this Bid, the undersigned further acknowledges and agrees that: (a) the right is reserved by Owner to reject, in its sole discretion, any or all Bids, and to waive irregularities in Bidding; (b) the discretion of Owner in the selection of the most qualified, responsible Bidder shall be final, not subject to review or attack; and (c) this Bid is made with full knowledge of the foregoing and in full agreement therewith. Respectfully submitted, Contractor (Bidder) (SEAL) By (Signature) (Title) (corporation/incorporated/partnership) (under the law of the State of Colorado composed of officer, partners or Owner, as follows: President Vice President Secretary Name of Contractor Treasurer Address City State Zip Code Telephone Number 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Project Agreement with the Owner to complete all Work as specified or indicated in the fore mentioned Project Agreement for the Contract Price and within the contract time stated in this Bid and in accordance with the Eagle County Air Terminal Corporation General Conditions (section 008100). 2. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with performance and payment bonds, and warranty bonds. This Bid will remain open until the effective date of any Project Agreement between the Owner and the apparent Successful Bidder. The Successful Bidder will sign a Project Agreement and submit all documents required by the Contract Documents within 10 days after the date of the Owner's Notice of Award. Eagle County Regional Airport Section 004100 - 20 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 3. In submitting this Bid, Bidder represents, that: a. Bidder has received and examined copies of all the Contract Documents and of the following addenda: Addenda Date Addenda Number Initial b. Bidder has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as Bidder deems necessary. 4. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm, group, association, or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from Bidding; and Bidder has not sought by collusion to obtain any advantage over any other Bidder or over the Owner . 5. Bidder will complete the Work for all Bid items listed in the Bid Form. 6. Bidder agrees that the Work will be Substantially Complete on or before June 28, 2013 and Final Completion on or before July 19, 2013 as described throughout these Contract Documents. Bidder accepts the provisions of the Project Agreement as to liquidated damages in the event of failure to complete the Work on time. Extension may be made to the Contract Time at the discretion of the Owner. 7. The following documents are attached to and made a condition of this Bid: a. A completed Contractor’s Qualification Statement as required by Paragraph 3 of the Instructions to Bidders. b. A preliminary construction schedule as described in the Instructions to Bidders. c. Bidders shall submit a list of intended subcontractors for the Project. The list shall include the company name, contact information, years in business, the approximate percentage of the Work to be performed, and the services which will be provided by that subcontractor. 8. Communications concerning this Bid shall be addressed to: Norris Design Attention: John Birkey 1101 Bannock Street Denver, Colorado 80204 jbirkey@norris-design.com 9. Terms used in this Bid which are defined elsewhere in the Contract Documents have the same meanings. 10. Bidders shall pay special attention to the following items: Eagle County Regional Airport Section 004100 - 21 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 a. Bidders should carefully plan out the Work to complete the Project within the Contract Time and keep accurate records of items creating delays to production schedules. Advance planning will be required to prevent the occurrence of overtime. b. Payment for overtime required to complete the Work in the Contract Time will not be authorized unless unforeseen circumstances occur. c. The unit pricing is supplied with the Bid Form. These numbers will also be used as a basis for additions and subtractions from the scope of Work. d. The quality of Workmanship and materials will be monitored closely by the Owner and Owner’s Representative. PROJECT THE UNDERSIGNED BIDDER, having familiarized himself with the Work required by the Contract Documents, the site where the Work is to be performed, local labor conditions and all laws, regulations and other factors affecting performance of the Work, and having satisfied himself of the expense and difficulties attending performance of the Work, HEREBY PROPOSES and agrees, if this Bid is accepted, to enter into a Project Agreement in the form attached, to perform all work, including the assumption of all obligations, duties and responsibilities necessary to the successful completion of the Agreement. This agreement shall also include the furnishing of materials and equipment required to be incorporated in and form a permanent part of the Work, and all tools, equipment, supplies, transportation, facilities, labor, superintendence and services required to perform the Work; and all Bond, insurance and submittals; all as indicated or specified in the Contract Documents to be performed or furnished by Contractor in accordance with the following Bid prices. Bidder must submit pricing on all scheduled values to be considered. Bid will be rejected if Bid Form is modified or altered in any way. Values for each scheduled item shall be written out in words and numeric format. BID PRICE SCHEDULE #1 –Pork Chop Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this pork chop island as shown on the Construction Drawings. Improvements include, but are not limited to: removing and stockpiling cobble, berming, top soil installation, soil preparation, weed barrier, mulching, placing boulders, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #2 –West Airport Entry Landscape Improvements Eagle County Regional Airport Section 004100 - 22 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for the west airport entry as shown on the Construction Drawings. Improvements include, but are not limited to: installing cobble, berming, top soil installation, soil preparation, weed barrier, mulching, placing boulders, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #3 –Cooley Mesa Road Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this area as shown on the Construction Drawings. Improvements include, but are not limited to: soil preparation, seeding, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #4 –East Side Landscape Screening Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this area as shown on the Construction Drawings. Improvements include, but are not limited to: top soil installation, soil preparation, seeding, mulching, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #5a–West Outer Island Landscape Improvements (without seeded area indicated on the drawings) Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: removing and stockpiling cobble, berming, top soil installation, soil preparation, weed barrier, mulching, placing boulders, seeding, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #5b–West Outer Island Landscape Improvements (seeded area indicated on the drawings) Eagle County Regional Airport Section 004100 - 23 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: removing and stockpiling cobble, top soil installation, soil preparation, seeding and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #6 –West Interior Island Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: top soil installation, soil preparation, seeding, and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #7 –Central Interior Islands Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for these islands as shown on the Construction Drawings. Improvements include, but are not limited to: top soil installation, soil preparation, seeding, and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #8 –Dog Station Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this area as shown on the Construction Drawings. Improvements include, but are not limited to: soil preparation, sodding, placing boulders, pet station, tree removal and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #9 –Raised Planter Island Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: tree removal, placing boulders, top soil installation, soil preparation, mulching, planting, seeding, and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this Eagle County Regional Airport Section 004100 - 24 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #10 –South-East Island Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: installing cobble, berming, top soil installation, soil preparation, weed barrier, mulching, placing boulders, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #11 –North-East Island Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: installing cobble, berming, top soil installations, soil preparation, weed barrier, mulching, placing boulders, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #12 –North Parking Lot Screening Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this area as shown on the Construction Drawings. Improvements include, but are not limited to: top soil installation, soil preparation, seeding, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #13 –Drop Off Zone & Main Entry Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this area as shown on the Construction Drawings. Improvements include, but are not limited to: Planter urns (2), hanging pots and brackets (8), planting one round of annuals. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. Eagle County Regional Airport Section 004100 - 25 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 (Dollars) SCHEDULE #14 –Replacing Existing Gravel @ Gravel Islands Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for these areas as shown on the Construction Drawings. Improvements include, but are not limited to: removal of existing gravel and installation of new decorative rock mulch. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #15 – Eagle Airport Horizontal Sign Total itemized costs for materials, installation, and labor for the installation, and one year warranty of this sign. This schedule shall include all electrical and lighting work as well. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #16 –Eagle Airport Vertical Sign Total itemized costs for materials, installation, and labor for the installation, and one year warranty of this sign. This schedule shall include all electrical and lighting work as well. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #17 – One Year Maintenance Total cost to maintain all improvements included in schedules 1-16. This value will be an allowance that will be billed against. Refer to sections 320180 Irrigation Maintenance & 320190 Landscape Maintenance. The billable maintenance period for an area will commence only when the area has been accepted as substantially complete by the Owner. Any maintenance performed on an area before substantial completion will be at the cost of the Contractor and therefore will not be compensated. (Dollars) TOTAL OF ALL SCHEDULES IN NUMBERS I acknowledge that this Bid includes Addendum(s). If none, so state. Eagle County Regional Airport Section 004100 - 26 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Eagle County Regional Airport Section 004100 - 27 Gypsum Colorado Bid Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 The undersigned Bidder agrees to enter into a Project Agreement with Owner on or about April 18, 2013, after acceptance of this Bid, and further agrees to complete all Work included in the Bid, in accordance with specified requirements and in accordance with the following estimated schedule. Date Task 5/1/2013 Notice to Proceed 6/28/2013 Substantial Completion 7/19/2013 Final Completion 7/18/2014 Conclusion of Maintenance Period 8/1/2014 Final Acceptance/Warranty Liquidated Damages. Owner and Contractor recognize the importance of establishing and enforcing deadlines. If the deadlines for deliverables are not met then the Owner could suffer financial loss. They also recognize the delays, expense and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by the Owner if Work is not completed on time, therefore damages for delays in meeting deadlines for all or portions of the Work as shown on the Contract Documents or as documented in Project schedules or meeting notes, shall be assessed at a cost of $250 per calendar day for every day late. PREPARED BY Signed: Name Printed: Title: Company: END OF SECTION Eagle County Regional Airport Section 004325 - 29 Gypsum Colorado Bid Submittal Checklist ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 004325 BID SUBMITTAL CHECKLIST The following items shall be included as part of the Bid package. Packages not containing these items shall be deemed incomplete and will be rejected. 1. Completed Bid Form (Section 004100) 2. Bidder’s Qualifications (Section 004510) 3. Acknowledgement of Addendums 4. Proposed subcontractor list 5. Proposed Project schedule 6. Supplemental Unit Pricing form (Section 004330) END OF SECTION Eagle County Regional Airport Section 004330 - 31 Gypsum Colorado Supplemental Unit Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 004330 SUPPLEMENTAL UNIT PRICING All unit/total prices for each of the items listed shall include all costs involved in the installation of each item or performance of tasks (to include labor and equipment, except where noted), its pro rata share of profits, overhead, warranty, and administrative fees, unless otherwise indicated. Refer to technical specifications and plans for exact description of products. Costs listed below will be the basis of additions and subtractions to the base Bid amount. Landscape Supplemental Unit Prices: ================================================================================= Item Description Unit Unit Price ================================================================================= Landscape L-1 Remove & Stockpile Existing Cobble ton $_____________ L-2 Place Cobble from Stockpile ton $_____________ L-3 Place New Cobble to Match Existing ton $_____________ L-4 Remove & Dispose of Existing Gravel in S.F. $_____________ Gravel Islands L-5 Clean Up Existing Cobble Bed to Remain S.F. $_____________ (please give average price) L-6 Remove & Dispose of Existing Pine Trees & Stumps EA. $_____________ (please give average price) L-7 Remove & Dispose of Exist. Aspen Trees & Stumps EA. $_____________ (please give average price) L-8 Misc. Clearing & Grubbing S.F. $_____________ (please give average price) L-9 GFCI Outlet & associated electrical work EA. $_____________ L-10 Topsoil Installation from Stockpile C.Y. $_____________ L-11 Topsoil Installation from Off-Site C.Y. $_____________ L-12 Soil Preparation S.F. $_____________ L-13 Landscape Boulders ton $_____________ L-14 1” Angular Decorative Rock Mulch S.F. $_____________ L-15 Weed Barrier S.F. $_____________ Eagle County Regional Airport Section 004330 - 32 Gypsum Colorado Supplemental Unit Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 L-16 Steel Edger L.F. $_____________ L-17 Pet Pickup Station L.S. $_____________ L-18 Sod S.F. $_____________ L-19 Seed S.F. $_____________ L-20 Hanging Basket Mounting Brackets EA. $_____________ L-21 Hanging Baskets EA. $_____________ L-22 Planter Urns w/ soil EA. $_____________ L-23 Annual Flower Pot inserts for per basket $_____________ Hanging Baskets L-24 Annual Flower Pot inserts for per basket $_____________ Planter Urns L-25 Lanceleaf Cottonwood – 2” caliper EA. $_____________ L-26 Ponderosa Pine – 8’ height EA. $_____________ L-27 Colorado Spruce – 8’ height EA. $_____________ L-28 Colorado Spruce – 10’ height EA. $_____________ L-29 Pinon Pine – 8’ height EA. $_____________ L-30 Rocky Mountain Juniper – 5’-6’ height EA. $_____________ L-31 Quaking Aspen – 8’ height multi-stem EA. $_____________ L-32 Hot Wings Maple – 8’ height multi-stem EA. $_____________ L-33 Autumn Brilliance Serviceberry – 8’ height multi-stem EA. $_____________ L-34 Green Mound Current - #5 cont. EA. $_____________ L-35 Dwarf Rabbitbrush - #5 cont. EA. $_____________ L-36 Red Double Knockout Rose - #5 cont. EA. $_____________ L-37 Hancock Coralberry - #5 cont. EA. $_____________ L-38 Dwarf Russian Sage - #5 cont. EA. $_____________ L-39 Yellow Flowering Current - #5 cont. EA. $_____________ Eagle County Regional Airport Section 004330 - 33 Gypsum Colorado Supplemental Unit Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 L-40 Apache Plume- #5 cont. EA. $_____________ L-41 Pawnee Buttes Sandcherry - #5 cont. EA. $_____________ L-42 Bluemist Spirea - #5 cont. EA. $_____________ L-43 Waxflower- #5 cont. EA. $_____________ L-44 Fragrant Sumac - #5 cont. EA. $_____________ L-45 Black Chokeberry - #5 cont. EA. $_____________ L-46 Curl Leaf Mountain Mahogany - #5 cont. EA. $_____________ L-47 Silver Buffaloberry - #5 cont. EA. $_____________ L-48 Blue Chip Juniper - #5 cont. EA. $_____________ L-49 R.H. Montgomery Spruce - #5 cont. EA. $_____________ L-50 Panchito Manzanita - #5 cont. EA. $_____________ L-51 Ivory Tower Yucca - #5 cont. EA. $_____________ L-52 Adaigo Maiden Grass - #1 cont. EA. $_____________ L-53 Blue Avena Grass - #1 cont. EA. $_____________ L-54 Feather Reed Grass Grass - #1 cont. EA. $_____________ L-55 Little Bluestem Grass - #1 cont. EA. $_____________ L-56 Shenandoah Switch Grass - #1 cont. EA. $_____________ L-57 Rocky Mountain Columbine - #1 cont. EA. $_____________ L-58 Rocky Mountain Penstemon - #1 cont. EA. $_____________ L-59 Harebell - #1 cont. EA. $_____________ L-60 Plumbago - #1 cont. EA. $_____________ L-61 Purple Dome Aster - #1 cont. EA. $_____________ L-62 Coneflower - #1 cont. EA. $_____________ L-63 Colorado Four O’Clock - #1 cont. EA. $_____________ L-64 Sunset Hyssop - #1 cont. EA. $_____________ L-65 Autumn Joy Sedum - #1 cont. EA. $_____________ Eagle County Regional Airport Section 004330 - 34 Gypsum Colorado Supplemental Unit Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 L-66 Red Star Columbine - #1 cont. EA. $_____________ L-67 Dragons Blood Stonecrop – 4” cont. EA. $_____________ L-68 Moonshine Yarrow - #1 cont. EA. $_____________ L-69 Double Sunray Coreopsis - #1 cont. EA. $_____________ L-70 Blanket Flower - #1 cont. EA. $_____________ L-71 Black Eyed Susan - #1 cont. EA. $_____________ L-72 Creeping Oregon Grape Holly - #1 cont. EA. $_____________ L-73 Filigree Daisy – 4” cont. EA. $_____________ L-74 Chocolate Flower - #1 cont. EA. $_____________ L-75 Angelina Stonecrop - 4” cont. EA. $_____________ L-76 Broom Snakeweed - #1 cont. EA. $_____________ L-77 Whirling Butterflies - #1 cont. EA. $_____________ L-78 Dwarf Shasta Daisy- #1 cont. EA. $_____________ L-79 Fringed Sage- #1 cont. EA. $_____________ L-80 Silver Prairie Sage- #1 cont. EA. $_____________ L-81 Snow-In-Summer- 4” cont. EA. $_____________ L-82 Firewitch Dianthus- #1 cont. EA. $_____________ L-83 Silvery Lupine- #1 cont. EA. $_____________ Irrigation I-1 RB 1806 SAM-PRS w/ Nozzle & NP cover EA. $_____________ I-2 RB 1812 SAM-PRS w/ Nozzle & NP cover EA. $_____________ I-3 Hunter PGP-04-CV-R EA. $_____________ I-4 1 ½” RB PESB EA. $_____________ I-5 1” RB PESB EA. $_____________ I-6 1” RB XCZ-100-PRB-COM EA. $_____________ Eagle County Regional Airport Section 004330 - 35 Gypsum Colorado Supplemental Unit Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 I-7 2” Gate Valve EA. $_____________ I-8 ¾” Drain Valve EA. $_____________ I-9 Hunter HQ44-RC-R EA. $_____________ I-10 Hunter ICD-100 Decoder EA. $_____________ I-11 Two-wire Ground EA. $_____________ I-12 2” CL200 PVC Mainline LF. $_____________ I-13 Hunter ID-1 Decoder Cable LF. $_____________ I-14 100# NSF Poly Lateral LF. $_____________ I-15 ¾” Drip Tubing LF. $_____________ I-16 ¼” Emitter Tubing LF. $_____________ I-17 RB Xeri-Bug Emitter EA. $_____________ I-18 Drip Blow-out/Indicator Assembly EA. $_____________ I-19 2” CL 160 PVC Sleeve LF. $_____________ I-20 3” CL 160 PVC Sleeve LF. $_____________ I-21 4” CL 200 PVC Sleeve LF. $_____________ I-22 Cut and Patch Asphalt for New Sleeves LF. $_____________ Signage A-1 Eagle Airport Horizontal Sign w/ electrical & lighting EA. $_____________ A-2 Eagle Airport Vertical Sign w/ electrical & lighting EA. $_____________ END OF SECTION Eagle County Regional Airport Section 004340 - 37 Gypsum Colorado Proposed Subcontractor Form ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 004340 PROPOSED SUBCONTRACTOR FORM List subcontractors and suppliers providing services and/or materials to be furnished and a summarization of the dollar value of each subcontract: Subcontractor Scope of Work Years in Business Percentage of Work Contact Person and Phone Number This is to certify that the names of the foregoing mentioned Subcontractors or material suppliers are submitted with full knowledge and consent of the respective parties Bidders: (Name of Company) By: _____________________________________ (Signature and Title) Date: Note: This sheet may be reproduced by the Bidder to list Subcontractors totaling more than will fit on this page. Certify each sheet as an original sheet and staple additional sheets to this page. END OF SECTION Eagle County Regional Airport Section 004510 - 39 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 004510 BIDDER’S QUALIFICATIONS The Undersigned certified under oath the truth and correctness of all statements and/or all answers to questions made hereinafter. Submitted to: Owner : Eagle County Air Terminal Corporation (ECAT) Submitted by: NAME Address City, State Zip Phone Principal Office Check One: ( ) Corporation ( ) Partnership ( ) Joint Venture ( ) Individual ( ) Other ______________ 1. List the five largest active construction Projects your organization has under contract to date. Each Project description shall contain contact information for references. Project Name Owner Phone Number Owner’s Rep. Phone Number Contract Amount Contract Dates Remaining Amount of Work 2. Provide resumes for the principal individuals who would be assigned to this Project. Indicate their position in the company, their role on the Project, approximate time per week on the Project, experience expertise, certifications, etc. 3. Summarize the experience of the individuals in your organization who would be assigned to this Project. NAME POSITION APPROX. TIME/WEEK 4. Provide name of bonding and insurance companies and name and address of agents, as well as maximum bonding capacity. What portion remains of this bonding capacity at the time of submittal of the Bid? 5. What is your Worker’s Compensation Experience Modifier Rate? Eagle County Regional Airport Section 004510 - 40 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 END OF SECTION Eagle County Regional Airport Section 004510 - 41 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SAMPLE AGREEMENT BETWEEN EAGLE COUNTY AIR TERMINAL CORPORATION AND ____________________________ THIS AGREEMENT is made this ____ day of ______________, 2013, by and between Eagle County Airport Terminal Corporation (“ECAT”), and ________________, a company organized under the laws of the State of Colorado (“Contractor”). WHEREAS, ECAT desires to install landscape and irrigation improvements at the Eagle County Regional Airport property (the “Airport”); and WHEREAS, ECAT issued an Invitation for Bid dated March 7, 2013 (the “IFB”), attached hereto as Exhibit A and incorporated herein by this reference, in order to solicit bids from contractors willing and able to provide such services and materials; and WHEREAS, in response to the IFB, Contractor submitted a Bid Form, attached hereto as Exhibit B and incorporated herein by this reference WHEREAS, after review of bids submitted in response to Exhibit A, and review of Contractor’s Bid Form, attached hereto as Exhibit B, ECAT wishes to engage Contractor to provide the services and materials described in Article 1 hereunder; and WHEREAS, Contractor is authorized to do business in the State of Colorado, has experience and expertise necessary to provide said services to ECAT; and WHEREAS, ECAT and Contractor intend by this Agreement to set forth the scope of the responsibilities of Contractor in connection with the services and related terms and conditions to govern the relationship between Contractor and ECAT in connection with this Agreement. NOW, THEREFORE, in consideration of the foregoing premises and the following promises, ECAT and Contractor agree as follows: ARTICLE 1 – THE PROJECT AND THE WORK 1.1 The project which is the subject matter hereof is generally described as follows: installation of landscape and irrigation improvements at the Airport (the “Project”). Contractor shall supply and perform all work to complete the Project as specified in the Contract Documents (the “Work” or the “Services”). 1.2 A more complete description of the Project and a description of the applicable Project site (the “Site”) is provided in the Contract Documents. 1.3 Capitalized terms that are not defined in this Agreement shall have the meanings ascribed to them in the General Conditions and (or) the other Contract Documents as applicable. 1.4 The intent of the Contract Documents is to include all items reasonably necessary for the proper execution and completion of the Work. The Contract Documents are complementary and what is required by any one shall be binding as if required by all. Based on Contractor’s careful review of the Contract Documents, Contractor acknowledges that the Contract Documents require the installation of a completed Project in accordance with the terms hereof. Eagle County Regional Airport Section 004510 - 42 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 1.5 Contractor shall perform all the Work required by the Contract Documents or reasonably inferable therefrom, for the complete construction and installation of the Project in accordance with the Contract Documents. Contractor shall provide and furnish all materials, supplies, equipment, tools, implements, all other facilities, and all other labor, supervision, security, transportation, utilities, storage, appliances and all other services as and when required for or in connection with the completion of the Project. ARTICLE 2 – ECAT’S REPRESENTATIVE 2.1 The Project is under the authority of the Eagle County Air Terminal Corporation and the Assistant Aviation Director shall be County's liaison with Contractor with respect to the performance of the Work (the “Project Manager”). 2.2 Contractor’s representative is ___________________________. 2.3 Contractor’s representative shall not be changed with less than ten (10) days prior written notice to ECAT. ARTICLE 3 - CONTRACT TIME 3.1 The Work will be completed and ready for final payment in accordance with the Contract Documents on or before ____________________ (“Contract Time”). 3.2 Contractor shall employ all such additional labor, services and supervision, including such extra shifts and over time, as may be necessary to maintain and to achieve final payment in accordance with the Contract Documents on or before the Contract Time, all without an increase in the Contract Price. 3.3 ECAT and Contractor recognize that time is of the essence of this Agreement and that ECAT will suffer financial loss if the Work is not substantially complete within the time specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving at a legal or arbitration hearing, the actual loss suffered by ECAT if the Work is not substantially complete on time. Accordingly, instead of requiring such proof, ECAT and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay ECAT Five Hundred dollars ($500.00) for each day that expires after the time specified in paragraph 3.1 for completion until the Work is complete. ARTICLE 4 - CONTRACT PRICE 4.1 For services satisfactorily performed in accordance with the Contract Documents, ECAT shall pay Contractor an amount not to exceed $______________________ (the “Contract Price”) in accordance with the Bid Form attached hereto as Exhibit B. 4.2 Notwithstanding anything in the Contract Documents to the contrary, the Contract Price (which is based in part upon unit prices) includes, without limitation, the entire amount of overhead and profit payable to Contractor in connection with the Work under the Contract Documents. Contractor shall not have the right to, nor shall it seek to recover, any additional compensation for overhead or profit. Unit quantities actually incorporated in the Project may be adjusted subject to the not to exceed Contract Price and in accordance with the Contract Documents. In no event shall the Unit prices set forth in Contractor’s Bid Form be adjusted. Eagle County Regional Airport Section 004510 - 43 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 4.3 Pursuant to the provisions of §24-91-103.6, C.R.S., and notwithstanding anything to the contrary contained elsewhere in the Contract Documents, no change order or other form of order or directive by ECAT, and no amendment to this Agreement, requiring additional compensable Work to be performed which Work causes the aggregate amount payable under the Agreement to exceed the amount appropriated for the original Agreement, shall be of any force or effect unless accompanied by a written assurance by ECAT that lawful appropriations to cover the costs of the additional Work have been made or unless such Work is covered under a remedy-granting provision in the Agreement. 4.4 All obligations beyond the current fiscal year are subject to funds being budgeted and appropriated. Specifically, notwithstanding anything to the contrary contained in this Agreement, ECAT shall have no obligations under this Agreement, nor shall any payment be made to Contractor in respect of any period after December 31 of each calendar year during the term of this Agreement, without an appropriation therefore by ECAT in accordance with a budget adopted by the ECAT Board in compliance with the provisions of Article 25 of Title 30 of the Colorado Revised Statutes, the Local Government Budget Law (C.R.S. §29-1-101 et.seq.), and the TABOR Amendment (Constitution, Article X, Sec. 20). ARTICLE 5 - PAYMENT PROCEDURES Contractor shall submit Applications for Payment in accordance with the General Conditions. Applications for Payment will be processed as provided in the General Conditions. 5.1 PROGRESS PAYMENTS: ECAT shall make monthly progress payments on account of the Contract Price and as provided in the Contract Documents. All progress payments will be on the basis of the progress of the Work. ECAT shall have the right to request and inspect supporting documentation for progress payments, including but not limited to receipts and invoices evidencing payments of charges associated with the Work. 5.2 The period covered by each Application for Payment shall be one calendar month beginning on the first of each month and ending on the last day of the month. 5.3 Each Application for Payment shall be based upon the unit prices and percentage of completion as set forth in the Contract Price and otherwise in accordance with the Contract Documents. Each Application for Payment shall show actual quantities incorporated into the Project for each portion of the Work as of the end of the period covered by such Application for Payment. 5.4 Prior to completion, ECAT shall authorize partial payments at the end of each calendar month or as soon thereafter as practicable if Contractor is satisfactorily performing in accordance with the Contract Documents. Progress payments will be in an amount equal to 95% of the calculated value of the Work completed. The withheld percentage of the Contract Price shall be retained until the Agreement is completed satisfactorily and finally accepted by the public entity. 5.5 Progress payments and retained funds shall occur in compliance with the General Conditions attached hereto and C.R.S. §24-91-103. 5.6 In taking action on Contractor’s Applications for Payment, ECAT shall be entitled to rely on the accuracy and completeness of the information furnished by Contractor and shall not be deemed to represent that (i) ECAT has made a detailed examination, audit or arithmetic verification of the documentation submitted by Contractor; (ii) ECAT has made exhaustive or continuous on-site inspections of the Work; or (iii) ECAT has made examination to ascertain how or for what purposes Contractor has used amounts previously paid on the Contract Price. 5.7 FINAL PAYMENT: Upon final completion and acceptance in accordance with the General Eagle County Regional Airport Section 004510 - 44 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Conditions, ECAT shall pay the remainder of the Contract Price. The final payment shall not be made until after final settlement of this Agreement has been duly advertised at least ten days prior to such final payment by publication of notice thereof at least twice in a public newspaper of general circulation published in Eagle County, and the ECAT Board has held a public hearing thereon and complied with C.R.S. §38-26- 107. Final payment shall be made in accordance with the requirements of the aforesaid statute. ECAT shall make a final settlement in accordance with C.R.S. 38-26-107 within sixty days after the Agreement is completed satisfactorily and finally accepted by ECAT. 5.8 ECAT may withhold payments due to Contractor, to such an extent as may be necessary to protect ECAT from loss, because of defective work or material not remedied or the failure of Contractor to carry out the Work in accordance with this Agreement and the Contract Documents. 5.9 Notwithstanding the fact that some of the Work may occur on property owned by third parties that are not governmental entities, the Contractor acknowledges and agrees that payment shall be made in accordance with C.R.S. 24-91-103 and C.R.S. 38-26-107 and hereby waives its right to lien the property. Contractor shall include the language of this paragraph 5.9 in any subcontracts for the Project. ARTICLE 6 – CONTRACTOR’S REPRESENTATIONS In order to induce ECAT to enter into this Agreement, Contractor makes the following representations: 6.1 Contractor has familiarized itself with the nature and extent of the Services to be provided hereunder, the Airport, and with all local conditions, and federal, state, and local laws, ordinances, rules and regulations that in any manner affect cost, progress, or performance of the Services. 6.2 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 the Work at the Contract Price, within the Contract Time, and in accordance with other terms and conditions of the Contract Documents; and no additional examinations, investigations, tests, reports, or similar data are, or will be required by Contractor for such purposes. 6.3 To the extent possible, Contractor has correlated the results of all such observations, examinations, investigations, tests, reports, and data with the terms and conditions of the Contract Documents. 6.4 To the extent possible Contractor, has given County written notice of all conflicts, errors, or discrepancies that he has discovered in the Contract Documents. 6.5 Contractor will be responsible for provision of the Services and shall perform the Services in a skillful, professional and competent manner and in accordance with the standard of care, skill and diligence applicable to contractors of its kind. Further, in rendering the Services, Contractor shall comply with the highest standards of customer service to the public. Contractor shall provide appropriate supervision of its employees to ensure the Services are performed in accordance with the Contract Documents. 6.6 Contractor shall maintain insurance as set forth in the General Conditions. Before permitting any of his subcontractors to perform any Work under this Agreement, Contractor shall require each of his subcontractors to procure and maintain such insurance as set forth in the General Conditions. 6.7 In performing the Work under this Agreement, the Contractor acts as an independent contractor and is solely responsible for necessary and adequate worker’s compensation insurance, personal injury and property damage insurance, as well as errors and omissions insurance. The Contractor, as an independent Eagle County Regional Airport Section 004510 - 45 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 contractor, is obligated to pay federal and state income tax on moneys earned. The personnel employed by the Contractor are not and shall not become employees, agents or servants of ECAT because of the performance of any work by this Agreement. ARTICLE 7 – THE CONTRACT DOCUMENTS The Contract Documents which comprise the entire Agreement are made a part hereof, and consist of the following: 7.1 This Agreement. 7.2 Contractor's Bid Form, attached hereto as Exhibit B and incorporated herein. 7.3 Bid Documents including Invitation for Bid and Instructions to Bidders, attached hereto as Exhibit “A” and incorporated herein. 7.4 General Conditions. 7.5 Construction Drawings. 7.6 Technical Specifications 7.7 Bid Schedule Descriptions. 7.8 Addendum(s). 7.9 Performance and other Bonds. 7.10 Notice of Award and, if any, Notice to Proceed. 7.11 Any modification, including Change Orders, duly delivered after execution of Agreement. The parties acknowledge and agree that this Agreement and the General Conditions attached hereto, shall supersede and control over any inconsistent or contrary provision in any other attachment or agreement. There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be altered, amended, or repealed by an executed, written amendment to this Agreement. ARTICLE 8 - BONDS Not later than five business days following the execution of this Agreement, Contractor shall deliver to ECAT the bonds required by the Contract Documents, and, notwithstanding anything to the contrary contained in the Contract Documents, ECAT shall have no liability or obligation hereunder unless and until the bonds have been so delivered. ARTICLE 9- SUBCONTRACTS AND OTHER AGREEMENTS 9.1 Those portions of the Work that Contractor does not customarily perform with Contractor’s own personnel shall be performed under subcontracts and (or) by other appropriate agreements with Contractor (individually a “Subcontract” and collectively “Subcontracts”). 9.2 All Subcontracts shall conform to provisions of this Agreement, and shall comply with all applicable Eagle County Regional Airport Section 004510 - 46 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 federal and state laws and shall provide that such Subcontracts shall be governed by the laws of the State of Colorado. By an appropriate written agreement, Contractor shall require the subcontractor to the extent of the Work to be performed by the subcontractor, to be bound to Contractor by the terms of the Contract Documents and to assume toward Contractor all the obligation and responsibility which Contractor, by these Documents, assumes towards ECAT. Said agreement shall preserve and protect the rights of ECAT under the Contract Documents with respect to the Work to be performed by the subcontractor so that the subcontracting thereof will not prejudice such rights. Contractor shall require each subcontractor to enter into similar agreements with its subcontractors. Contractor shall make available to each proposed subcontractor, prior to the execution of the subcontract, complies of the Contract Documents to which the subcontractor will be bound by this paragraph 9.2. Each subcontractor shall similarly make copies of such Documents to its subcontractors. ECAT shall have the right to review and approve each form of Subcontract. 9.3 Contractor shall be responsible to ECAT for the acts and omissions of its agents, employees, suppliers, subcontractors performing work under a contract with Contractor and such subcontractors’ lower- tier subcontractors, agents and employees. 9.4 Nothing contained in the Contract Documents shall be deemed to create any contractual relationship between any subcontractor of any tier and ECAT. ARTICLE 10 – MISCELLANEOUS 10.1 No assignment by a party hereto of any rights under, or interests in the Agreement will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Agreement. 10.2 County and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements, and obligations contained in this Agreement. 10.3 Provision Mandated by C.R.S. § 8-17.5-101 et seq. PROHIBITIONS ON PUBLIC CONTRACT FOR SERVICES 10.3.1 If Contractor has any employees or subcontractors, Contractor shall comply with C.R.S. § 8-17.5-101, et seq., regarding Illegal Aliens – Public Contracts for Services, and this Contract. By execution of this Contract, Contractor certifies that it does not knowingly employ or contract with an illegal alien who will perform under this Contract and that Contractor will participate in the E-verify Program or other Department of Labor and Employment program (“Department Program”) in order to confirm the eligibility of all employees who are newly hired for employment to perform Services under this Contract. 10.3.2 Contractor shall not: (i) Knowingly employ or contract with an illegal alien to perform work under this contract for services; or (ii) Enter into a contract with a subcontractor that fails to certify to the Contractor that the subcontractor shall not knowingly employ or contract with an illegal alien to perform work under the public contract for services. Eagle County Regional Airport Section 004510 - 47 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 10.3.3 Contractor has confirmed the employment eligibility of all employees who are newly hired for employment to perform work under this Contract through participation in the E-verify Program or Department Program, as administered by the United States Department of Homeland Security. Information on applying for the E-verify program can be found at: http://www.dhs.gov/xprevprot/programs/gc_1185221678150.shtm 10.3.4 The Contractor shall not use either the E-verify program or other Department Program procedures to undertake pre-employment screening of job applicants while the public contract for services is being performed. 10.3.5 If the Contractor obtains actual knowledge that a subcontractor performing work under the public contract for services knowingly employs or contracts with an illegal alien, the Contractor shall be required to: (i) Notify the subcontractor and the County within three days that the Contractor has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and (ii) Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to subparagraph (i) of the paragraph (D) the subcontractor does not stop employing or contracting with the illegal alien; except that the Contractor shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. 10.3.6 The Contractor shall comply with any reasonable request by the Department of Labor and Employment made in the course of an investigation that the department is undertaking pursuant to its authority established in C.R.S. § 8-17.5-102(5). 10.3.7 If a Contractor violates these prohibitions, the County may terminate the contract for a breach of the contract. If the contract is so terminated specifically for a breach of this provision of this Contract, the Contractor shall be liable for actual and consequential damages to the County as required by law. 10.3.8 ECAT will notify the office of the Colorado Secretary of State if Contractor violates this provision of this Contract and ECAT terminates the Contract for such breach. 10.4 ATTORNEY’S FEES: In the event of litigation between the parties hereto regarding the interpretation of this Agreement, or the obligations, duties or rights of the parties hereunder, or if suit otherwise is brought to recover damages for breach of this Agreement, or an action be brought for injunction or specific performance, then and in such events, the prevailing party shall recover all reasonable costs incurred with regard to such litigation, including reasonable attorney’s fees. 10.5 Invalidity or unenforceability of any provision of this Agreement shall not affect the other provisions hereof, and this Agreement shall be construed as if such invalid or unenforceable provision was omitted. 10.6 Any indemnity, warranty or guaranty given by Contractor to ECAT under the Contract Documents shall survive the expiration or termination of the Contract Documents and shall be binding upon Contractor until any action thereunder is barred by the applicable statute of limitations or as otherwise expressly provided on the Contract Documents. Eagle County Regional Airport Section 004510 - 48 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 ARTICLE 11 - JURISDICTION AND VENUE: 11.1 This Agreement shall be interpreted in accordance with the laws of the State of Colorado and the parties hereby agree to submit to the jurisdiction of the courts thereof. Venue shall be in the Fifth Judicial District for the State of Colorado. ARTICLE 12 - INDEMNIFICATION: 12.1 The Contractor shall, to the fullest extent permitted by law, indemnify and hold harmless ECAT and any of its officers, agents and employees against any losses, claims, damages or liabilities for which ECAT or any of its officers, agents, or employees may become subject to, insofar as any such losses, claims, damages or liabilities arise out of, directly or indirectly, this Agreement, or are based upon any performance or nonperformance by Contractor hereunder; and Contractor shall reimburse ECAT for any and all legal and other expenses incurred by ECAT in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnification shall not apply to claims by third parties against the County to the extent that ECAT is primarily liable to such third party for such claim without regard to the involvement of the Contractor. ARTICLE 13 - OWNERSHIP OF DOCUMENTS AND MATERIALS: 13.1 All documents (including electronic files) which are obtained during, purchased or prepared in the performance of the Services shall remain the property of ECAT and are to be delivered to ECAT before final payment is made to Contractor or upon earlier termination of this Agreement. ARTICLE 14 -TERMINATION: 14.1 ECAT may terminate this Agreement, in whole or in part, for any reason, at any time, with or without cause. Any such termination shall be effected by delivery to Contractor of a written notice of termination specifying the reason and date upon which termination becomes effective. In such event, Contractor shall be compensated for all Services satisfactorily completed up to the date of termination for such Services. ARTICLE 15 – NOTICE 15.1 Any notice required under this Agreement shall be personally delivered, mailed in the United States mail, first class postage prepaid, or sent via facsimile provided an original is also promptly delivered to the appropriate party at the following addresses: The County: Eagle County Air Terminal Corp. P.O. Box 850 Eagle, Colorado 81631 (970) 328-2680 (p) (970) 328-2687 (f) and a copy to: Eagle County Attorney P.O. Box 850 Eagle, Colorado 81631 (970) 328-8699 (f) The Contractor: _______________ Eagle County Regional Airport Section 004510 - 49 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 _______________ _______________ _______________ _______________ 15.2 Notices shall be deemed given on the date of delivery; on the date a FAX is transmitted and confirmed received or, if transmitted after normal business hours, on the next business day after transmission, provided that a paper copy is mailed the same date; or three days after the date of deposit, first class postage prepaid, in an official depositary of the U.S. Postal Service. ARTICLE 16 – INDEPENDENT CONTRACTOR 16.1 It is expressly acknowledged and understood by the parties hereto that nothing contained in this Agreement shall result in, or be construed as establishing, an employment relationship between ECAT and Contractor or ECAT and Contractor’s employees. Contractor and its employees shall be, and shall perform as, independent contractors. No officer, agent, subcontractor, employee, or servant of Contractor shall be, or shall be deemed to be, the employee, agent or servant of ECAT. Contractor shall be solely and entirely responsible for the means and methods to carry out the Services under this Agreement and for Contractor’s acts and for the acts of its officers, agents, employees, and servants during the performance of this agreement. Neither Contractor nor its officers, agents, subcontractors, employees or servants may represent, act, purport to act or be deemed the agent, representative, employee or servant of ECAT. ARTICLE 17 – INSURANCE REQUIREMENTS 17. Contractor shall maintain insurance as set forth in the General Conditions. Before permitting any of his subcontractors to perform any Work under the Contract Documents, Contractor shall require each of his subcontractors to procure and maintain such insurance as set forth in the General Conditions. // SIGNATURE PAGE TO FOLLOW // Eagle County Regional Airport Section 004510 - 50 Gypsum Colorado Bidder’s Qualifications ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. EAGLE COUNTY AIR TERMINAL CORPORATION, by and through its Board of Directors By: ______________________________ Jon Stavney, President Contractor: __________________________ By: _______________________________ Title: _______________________________ STATE OF ________________ ) ) ss. COUNTY OF ________ ) The foregoing instrument was acknowledged before me by _____________________, this______ day of____________________, 2013. My commission expires: ______________ ______________________________ Notary Public Eagle County Regional Airport Section 008100 - 51 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 GENERAL CONDITIONS TO FIXED BID PROJECT AGREEMENT BETWEEN EAGLE COUNTY AIR TERMINAL CORPORATION (ECAT), AND _____________________ FOR EAGLE COUNTY AIRPORT, AIRPORT TERMINAL LANDSCAPING General comments: 1. Contractor shall provide and pay for labor, materials, equipment, tools, licenses, transportation, and other facilities and services necessary for proper execution and completion of the Work. 1.1 The Project Agreement, if awarded, will be on the basis of material and equipment described in the Construction Drawings as specified in the Technical Specifications without consideration of possible substitute or “or-equal” items. Whenever it is indicated in the Construction Drawings, or specified in the Technical Specifications, that a substitute or “or-equal” item of material or equipment may be furnished or used by Contractor if acceptable to Owner, application for such acceptance will not be considered by Owner until after the effective date of the Project Agreement. 2. If Contractor fails to obtain the tax exemption(s) applicable to public Works Projects from sales, consumer, use and similar taxes, Contractor shall pay the same. Owner will cooperate with Contractor to obtain tax exemption for this Project. 3. Contractor shall be responsible for having taken steps reasonably necessary to ascertain the nature and location of the Work, and the general and local conditions which can affect the Work or the cost thereof. Any failure by Contractor to do so will not relieve it from responsibility for successfully performing the Work without additional expense to the Owner. Owner assumes no responsibility for any understanding or representations concerning conditions made by any of its officers, employees or agents prior to the execution of this Agreement, unless such understanding or representations are expressly stated in the Agreement. 4. Before commencing activities, Contractor shall: (1) take field measurements and verify field conditions; (2) carefully compare this and other information known to Contractor with the Agreement; and (3) promptly report errors, inconsistencies or omissions discovered to Owner. 5. Contractor shall supervise and direct the Work, using Contractor's best skill and attention. Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work. 6. Contractor, as soon as practicable, shall furnish in writing to Owner the names of subcontractors and suppliers for each portion of the Work. 6.1 Contractor shall be fully responsible for all acts and omissions of his subcontractors, and of persons and organizations directly or indirectly employed by them, and of persons and organizations for whose acts any of them may be liable to the same extent that Contractor is responsible for the acts and omissions of persons directly employed by Contractor. Nothing in the Contract Documents shall create a contractual relationship between Owner and any subcontractor or other person or organization having a direct contract with Contractor, nor shall it create any obligation on the part of Owner to pay or to see to the Eagle County Regional Airport Section 008100 - 52 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 payment of any monies due any subcontractor, or other person or organization, except as may otherwise by required by law. Owner may furnish to any subcontractor or other person or organization, to the extent practicable, evidence of amounts paid to Contractor on account of specific Work done. 7. No charge shall be made by Contractor for hindrances or delays from any cause whatever during the progress of any portion of the Work . In any event, Owner may grant an extension of time for the completion of the Work, provided it is satisfied that delays or hindrances were due to causes outside Contractor's control, e.g., weather, or to acts of omission or commission by the Owner, provided that such extensions of time shall in no instance exceed the time actually lost to Contractor by reason of such causes, and provided further that Contractor shall have given Owner immediate (as determined by the circumstances, but not exceeding 72 hours) notice in writing of the cause of the detention or delay. 7.1 Contractor shall promptly notify Owner in writing of any latent physical conditions at the site or in an existing structure differing materially from those indicated or referred to in the Contract Documents. Owner shall obtain the necessary additional investigations and tests and furnish copies to Contractor. If Owner finds that the results of such investigations or tests indicate that there are latent physical conditions which differ materially from those intended in the Contract Documents, and which could not reasonably have been anticipated by Contractor, a Change Order shall be issued incorporating the necessary revisions. The parties agree that, by way of example only, opening a wall and finding something that logically would be there, like an electrical run to a receptacle is not an unforeseen condition. 8. Contractor shall deliver, handle, store and install materials in accordance with manufacturers' instructions. 9. Contractor promises to perform the Work in a Workmanlike manner and guarantees all Work against defects in material or Workmanship for a period of one (1) year from the date of completion. Contractor warrants to Owner that the materials and equipment furnished under the Agreement will be new and of good quality; (2) the Work and materials will be free from defects; and (3) the Work will conform to the requirements of the Project Agreement and the Contract Documents. 9.1 All guarantees and warranties of equipment and other materials furnished to Contractor or subcontractors by any manufacturer or supplier are for the benefit of Owner. If any manufacturer or supplier of any equipment or material furnishes a guarantee or warranty for a period longer than one (1) year from the date of completion, Contractor’s guarantee shall extend for a like period as to such equipment or materials. 9.2 Contractor shall correct at its own expense without cost to Owner and without interruption of Owner occupancy, any defects in material or Workmanship and any damage to other Work or property caused by such defects or the repairing of such defects for one (1) year from the date of final completion all as more fully set forth in paragraph 28 hereof. 10. Contractor shall comply with and give notices required by all federal, state and local laws, statutes, ordinances, building codes, rules and regulations applicable to the Work. If Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, building codes, rules or regulations without notice to and written approval of Owner, Contractor shall assume full responsibility for such Work and shall bear the attributable costs. Contractor shall promptly notify Owner in writing of any conflicts between the specifications for the Work and such governmental laws, rules and regulations. Eagle County Regional Airport Section 008100 - 53 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 11. Contractor shall keep the premises and surrounding area free from accumulation of debris and trash related to the Work. 12. Any Work that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied as part of the contract price whether or not it is specifically called for. 13. Contractor shall be solely responsible for the protection of the Work and materials. Contractor shall have no claim against Owner because of any damage or loss to the Work (except that caused by negligence of Owner or those for whom Owner is responsible), and shall be responsible for the complete restoration of damaged Work to its original condition at its sole cost and expense. In the event Contractor's Work is damaged by another party, not under its supervision or control, Contractor shall make its claim directly with the party involved. If a conflict or disagreement develops between Contractor and another party concerning the responsibility for damage or loss to Contractor's Work, such conflict shall not be cause for delay in Contractor's restoration of the damaged Work. 14. Contractor's Insurance: A. Contractor shall purchase and maintain such insurance as will protect it from claims set forth below which may arise out of or result from Contractor's operations under the Project Agreement whether such operations be by itself, or by any of its subcontractors, or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. All such insurance shall remain in effect until final payment, and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work. In addition, Contractor shall maintain such completed operations insurance for at least one year after final payment. B. Insurance coverage shall be as follows: Coverage for claims under Workmen's Compensation, disability benefits, and other similar employee benefit acts, with coverage and in amounts as required by the laws of the State of Colorado; Coverage for claims for damage because of bodily injury, occupational sickness or disease, or death of its employees, and claims insured by usual personal injury liability coverage; Coverage for claims for damage because of bodily injury, sickness or disease, or death of any person other than its employees, and claims insured by usual personal injury liability coverage; and Coverage for claims for damages because of injury to or destruction of tangible property, including loss of use resulting therefrom. Coverage for Contractor's Liability Insurance issued to and covering the liability for damage imposed by law upon Contractor and each subcontractor with respect to all Work performed by them under the Project Agreement. Coverage for Contractor's Protective Liability Insurance issued to and covering the liability for damages imposed by law upon Contractor and each subcontractor with respect to all Work under this Agreement performed for Contractor by subcontractors. Coverage for Completed Operations Liability Insurance issued to and covering the liability for damage imposed by law upon Contractor and each subcontractor arising between the date of final Eagle County Regional Airport Section 008100 - 54 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 cessation of the Work, and the date of final acceptance thereof out of that part of the Work performed by each. Comprehensive Automobile Insurance shall be carried in the amount of $500,000/$1,000,000 for bodily injury and $500,000 for property damage, each occurrence. All liability and property damage insurance required hereunder shall be Comprehensive General and Automobile Bodily Injury and Property Damage form of policy. Comprehensive Risk Policy Option: In lieu of the several policies specified for Contractor's Liability Insurance, a comprehensive liability and property damage insurance policy inclusive of all the insurance and requirements herein set forth, subject to the approval of the County, will be permissible. Insurance covering claims for damages to persons or property required by the preceding paragraph shall be in the following minimum amounts: Bodily Injury Liability: Each Person: $2,000,000 Each Accident or Occurrence: $2,000,000 Property Damage Liability: Each Accident or Occurrence: $2,000,000 Aggregate: $4,000,000 Any proceeds obtained from insurance provided for by this paragraph shall be paid to and held by the Owner as trustee. Owner shall have the right to withhold payment of such proceeds until such time as the Work destroyed or damaged and covered by such insurance shall be reconstructed and shall pay such proceeds on an installment basis similar to that provided for by progress payments covering the original Work. C. Certificates of Insurance: Certificates of Insurance acceptable to Owner shall be filed with Owner with respect to each Contractor and subcontractor prior to commencement of the Work. These Certificates shall contain provisions naming Owner as an additional insured under Contractor's insurance, as more fully required by the General Conditions herein, and that coverage afforded under the policies will not be canceled until at least thirty days prior written notice has been given to Owner. Contractor and its subcontractors shall not permit any of its subcontractors to start Work until all required insurance have been obtained and certificates with the proper endorsements have been filed with Owner. Failure of Contractor to comply with the foregoing insurance requirements shall in no way waive Owner's rights hereunder. 15. Owner, at its option, may purchase and maintain such liability insurance as will protect it against claims which may arise from operations under this contract. Purchasing and maintaining such insurance, however, will not relieve Contractor from purchasing and maintaining the insurance hereinbefore specified. 16. Before permitting any of its subcontractors to perform any Work under the Project Agreement, Contractor shall either (a) require each of its subcontractors to procure and maintain during the life of its subcontracts, Subcontractor's General Liability and Property Damage Insurance of the types and in the amounts as may be applicable to its Work, which type and amounts shall be subject to the approval of the Owner, or (b) insure the activities of its subcontractors in its own policy. 17. Without invalidating the Project Agreement, Owner may, at any time or from time to time, order Eagle County Regional Airport Section 008100 - 55 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 additions, deletions, or revisions in the Work; these will be authorized by written Change Orders. Upon receipt by Contractor, of a Change Order approved in writing by Owner, Contractor shall proceed with the Work involved. All such Work shall be performed under the applicable conditions of the Contract Documents. The Contract Price may only be changed by a Change Order authorized by Owner. Failure of Contractor to obtain an executed change order prior to performing the Work shall result in non-payment for such Work. If notice of any change affecting the general scope of the Work or change in the Contract Price is required by the provisions of any bond to be given to the surety, it will be Contractor’s responsibility to so notify the surety, and the amount of each applicable bond shall be adjusted accordingly. Contractor shall furnish proof of such adjustment to Owner. 18. Performance and other Bonds 18.1 Contractor shall furnish performance and payment bonds, each in an amount at least equal to 100% of the Contract Price as security for the faithful performance and payment of all Contractor’s obligations under the Contract Documents. These bonds shall remain in effect at least until two years after the date of final payment, except as otherwise provided by law. Contractor shall also furnish other bonds as are required by the Contract Documents. All bonds shall be in the forms prescribed by the Contract Documents, and be executed by such sureties as (a) are licensed to conduct business in the state where the project is located, and (b) are named in the current list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of the authority to act. 18.2 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 where any part of the project is located, or it ceases to meet the requirements of clause (A) of this paragraph 18, Contractor shall within five days thereafter substitute another bond and surety, both of which shall be acceptable to Owner. 19. Progress Payments: 19.1 Not more often than once a month, Contractor shall submit to Owner an application for payment filled out and signed by Contractor covering the Work completed as of the date of the application, and accompanied by such supporting documentation as Owner may reasonably require. If payment is requested on the basis of materials and equipment not incorporated in the Work, but delivered and suitably stored at the site or at another location agreed to in writing, the application for payment shall also be accompanied by such data, satisfactory to Owner, as will establish Owner's title to the material and equipment, and protect Owner's interest therein, including applicable insurance. Each subsequent application for payment shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied to discharge in full all of Contractor's obligations reflected in prior applications for payment. The amount of retention with respect to progress payments will be as stipulated in the Project Agreement. 19.2 Owner will, within ten (10) days after receipt of each application for payment, either indicate in writing a recommendation of payment, or return the application to Contractor indicating in writing its reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the application. Owner shall, within ten (10) days of a recommendation of payment, pay Contractor the amount recommended. 19.3 Substantial Completion shall mean when the Work (or a specified part thereof) has progressed to the point where, in the opinion of Owner as evidenced by its definitive certificate of Eagle County Regional Airport Section 008100 - 56 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 substantial completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it was intended; or if there be no such certificate issued, when final payment is due in accordance with paragraph 21 of the General Conditions. The terms “substantially complete” and “substantially completed” as applied to any Work refer to substantial completion thereof. 19.4 When Contractor considers the entire Work ready for its intended use, and a temporary or final certificate of occupancy has been issued for the Work, Contactor shall, in writing to Owner certify that the entire Work is substantially complete. Within a reasonable time thereafter, Owner and Contractor shall make an inspection of the Work to determine the status of completion. If Owner does not consider the Work substantially complete, Owner will notify Contractor in writing giving its reasons therefore and Contractor shall complete or correct such items identified by Owner. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. 20. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any application for payment, whether incorporated in the Project or not, will pass to Owner at the time of payment free and clear of all liens, claims, security interests, and encumbrances (in these General Conditions referred to as "Liens"). 21. Final Payment: 21.1 Upon written notice from Contractor that the Work is complete, Owner will make a final inspection with Contractor, and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to remedy such deficiencies. 21.2 After Contractor has completed all such corrections to the satisfaction of Owner, and delivered all maintenance and operating instructions, guarantees, bonds, certificates of inspection, Contractor may make application for final payment following the procedure for progress payments. The final application for payment shall be accompanied by all documentation called for in the Contract Documents, and such other data and schedules as Owner may reasonably require, together with complete and legally effective releases or waivers (satisfactory to Owner) of all liens arising out of, or filed in connection with the Work. In lieu thereof, and as approved by Owner, Contractor may furnish receipts or releases in full; an affidavit of Contractor that the releases and receipts include all labor, services, material, and equipment for which lien could be filed, and that all payrolls, material, and equipment bills, and other indebtedness connected with the Work, for which Owner or its property might in any way be responsible, have been paid or otherwise satisfied; and consent of the surety, if any, to final payment. If any subcontractor, manufacturer, fabricator, supplier, or distributor fails to furnish a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any lien. 22. Final payment shall not become due until Contractor submits to Owner releases and waivers of liens, and data establishing payment or satisfaction of obligations, such as receipts, claims, security interests or encumbrances arising out of the Work. Final payment is subject to the Final Settlement requirements and time periods set forth in C.R.S. §38-26-107. 22.1 Owner shall not authorize final payment until all items on the punch have been completed and Owner has received a Certificate of Occupancy, if applicable, from the local jurisdiction, the Notice of Acceptance is issued, and the Notice of Contractor's Final Settlement Date is published and at least 30 days have expired with no claims filed. Eagle County Regional Airport Section 008100 - 57 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 22.2. Before the Owner may advertise, Contractor shall: A. Deliver to the Owner’s Project Manager for review: 1. All guaranties and warranties; 2. A letter confirming that sales taxes from which the Owner is exempt have not been paid; 3. Three (3) complete bound sets of required operations and maintenance manuals and instructions plus One (1) electronic copy placed on an archival quality compact disk; 4. Two (2) full size sets of as-built drawings plus One (1) electronic copy placed on an archival quality compact disk; 5. To the extent not already furnished, one copy of all corrected Shop Drawings, if applicable; 6. Satisfactory evidence that all payroll, material bills, and other indebtedness connected with the Work have been paid or otherwise satisfied; 7. A complete and final waiver and/or release of any and all lien rights and liens from each subcontractor of all tiers, material, men, supplier, manufacturer and dealer for all labor, equipment and material used or furnished by each on the Work; 8. Consent of the surety to final payment; and 9. Any other documents required to be furnished by the Contract Documents. B. Demonstrate to the operating personnel of the Owner the proper operation and maintenance of all equipment. 22.3. Upon completion of the foregoing, Contractor’s Settlement shall be advertised in accordance with Colorado law. On the date of final settlement thus advertised, and after Contractor has submitted a written notice that no claims have been filed, final payment and settlement shall be made in full. 22.4. Pursuant to C.R.S. §38-26-107, if any unpaid claim for labor, materials, rental machinery, tools, supplies, or equipment is filed before payment in full of all sums due Contractor, Owner shall withhold from Contractor sufficient funds to insure the payment of such claim, until the same shall have been paid or withdrawn, such payment or withdrawal to be evidenced by filing a receipt in full or an order for withdrawal signed by the claimant or its duly authorized agent or assignee. 22.5. The making of final payment, after the Date of the Notice of Contractor Settlement of the Project, shall constitute a waiver of all claims by the Owner except those arising from: A. Unsettled Claims; Eagle County Regional Airport Section 008100 - 58 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 B. Faulty or defective Work appearing after Completion of the Work; C. Failure of the Work to comply with the requirements of the Contract Documents; or D. Terms of any warranties or special warranties required by the Contract Documents. 22.6. The acceptance of final payment, after the Date of the Notice of Contractor Settlement of the Project, shall constitute a waiver of all claims by Contractor except those previously made in writing and separately identified by Contractor as unsettled in the final Project Application for Payment. 22.7. All provisions of the Contract Documents including without limitation those establishing obligations and procedures, shall remain in full force and effect notwithstanding the making or acceptance of final payment. 23. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither the recommendation of any progress or final payment, nor the payment by Owner to Contractor under the Contract Documents, nor any use or occupancy of the Work or any part thereof by Owner, nor any act of acceptance by Owner, nor any failure to do so, nor any correction of defective Work by Owner shall constitute an acceptance of Work not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents. 24. Any Work in accordance with the Contract Documents that the Owner finds improper, Contractor will correct said Work at its sole cost and expense and in a timely manner so as not to delay completion of the Project. 25. If Contractor defaults or neglects to carry out the Work in accordance with the Agreement and fails within a ten (10) day period after receipt of written notice from the Owner to correct such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies, correct such deficiencies and Contractor shall be responsible for the cost of such correction. 26. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs, including all those required by law in connection with performance of the Agreement. Contractor shall promptly remedy damage and loss to property caused in whole or in part by Contractor, or by anyone for whose acts Contractor may be liable. 27. Contractor shall promptly correct Work rejected by the Owner as failing to conform to the requirements of the Project Agreement and Contractor shall bear the cost of correcting such rejected Work. 28. Contractor warrants and guarantees to the Owner that all Work will be in accordance with the Contract Documents and will not be defective. Prompt notice of all defects shall be given to Contractor. If, within one (1) years after the date of completion, or such longer period of time as may be prescribed by law, prescribed by the terms of any applicable warranty given by a materials supplier or required by or a part of the Agreement, any Work is found to be defective, Contractor shall promptly, without cost to the Owner, and in accordance with the Owner's written instructions, either correct such defective Work, or, if it has been rejected by the Owner, remove it from the site, and replace it with non-defective Work. If Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, the Owner may have the defective Work corrected or the rejected Work removed and replaced, and all direct and indirect costs of such removal and replacement, including compensation for additional professional services, shall be paid by Contractor. Eagle County Regional Airport Section 008100 - 59 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 29. The performance of the Work may be terminated at any time in whole, or from time to time in part, by the Owner for its convenience. Any such termination shall be effected by delivery to Contractor of a written notice ("Notice of Termination") specifying the extent to which performance of the Work is terminated and the date upon which termination becomes effective. After receipt of a Notice of Termination, and except as otherwise directed by the Owner, Contractor shall, in good faith, and to the best of its ability, do all things necessary, in the light of such notice and of such requests in implementation thereof as the Owner may make, to assure the efficient, proper closeout of the terminated Work (including the protection of ECAT's property). Among other things, Contractor shall, except as otherwise directed or approved by the Owner: A. stop the Work on the date and to the extent specified in the Notice of Termination; B. place no further orders or subcontracts for services, equipment or materials except as may be necessary for completion of such portion of the Work as is not terminated; C. terminate all orders and subcontracts to the extent that they relate to the performance of Work terminated by the Notice of Termination; D. assign to ECAT, in the manner and to the extent directed by it, all of the right, title and interest of Contractor under the orders or subcontracts so terminated, in which case ECAT shall have the right to settle or pay any or all claims arising out of the termination of such orders and subcontracts; E. with the approval of ECAT, settle all outstanding liabilities and all claims arising out of such termination or orders and subcontracts; and F. deliver to ECAT, when and as directed by ECAT, all documents and all property which, if the Work had been completed, Contractor would be required to account for or deliver to ECAT, and transfer title to such property to ECAT to the extent not already transferred. In the event of such termination, Contractor shall be entitled to payment for the Work satisfactorily performed prior to the termination date. 30. The selection of subcontractors shall be in accordance with the laws of Colorado. In the event of Contractor's non-compliance with the Colorado labor laws, the Project Agreement may be canceled, terminated or suspended, in whole or in part, without any liability to the Owner. 31. TIME IS OF THE ESSENCE IN THE PERFORMANCE OF THE WORK UNDER THE CONTRACT DOCUMENTS AND EACH OF THE TIME LIMITS PROVIDED IN THE CONTRACT DOCUMENTS. Any delay in achieving the date of Substantial Completion as defined in the Contract Documents shall result in significant monetary loss to Owner. As a result thereof, Contractor shall pay to Owner as liquidated damages, and not as a penalty, the amount of $500.00 per calendar day that Substantial Completion is not achieved after the date of Substantial Completion set forth in the Contract Documents. The parties hereby agree that liquidated damages are not punitive in nature and represent the parties’ best estimate of the Owner’s damages should the Project not be substantially completed on or prior to the date of Substantial Completion. If the liquidated damages set forth herein are determined to be invalid or unenforceable for any reason, Owner reserves the right to seek and recover all actual, consequential and special damages which arise or result from Contractor’s failure to achieve Substantial Completion on or prior to the date set forth in the Contract Documents. Eagle County Regional Airport Section 008100 - 60 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 32. Contractor acknowledges that the Work is a public Work financed in whole or in part by funds of the state of Colorado and/or the Owner, and pursuant to section Title 8-17- 101, C.R.S. (1973). Colorado labor shall be employed to perform the Work in the extent of not less than eighty percent (80%) of each type or class of labor in the several classifications of skilled and common labor employed in the Work. For purposes of this provision, "Colorado labor" means "any person who is a resident of the state of Colorado at the time of employment, without discrimination as to race, color, creed, sex, age, or religion except when sex or age is a bona fide occupational qualification.” 33. Contractor agrees to comply with the letter and spirit of the Colorado Anti- discrimination Act of 1957, as amended, and other applicable laws respecting discrimination and unfair employment practices. Pursuant thereto, the following provision shall be contained in all contracts or subcontracts during the performance of this Contract: A. Contractor will not discriminate against any employee or applicant for employment because of race, creed, color, national origin, sex, marital status, religion, ancestry, mental or physical disability, sexual orientation, or age. Contractor will take affirmative action to insure that applicants are employed and that employees are treated during employment, without regard to the above mentioned characteristics. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising; lay-offs or terminations; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth provisions of this non-discrimination clause. B. Contractor will, in all solicitations or advertisements for employees placed by or on behalf of Contractor, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, national origin, sex, marital status, religion, ancestry, mental or physical disability, or age. 34. In addition to the indemnification provision set forth in the Project Agreement, to the fullest extent permitted by law, Contractor shall indemnify and hold harmless Owner and its officials, agents and employees, from and against all claims, damages, liabilities, losses, and expenses including, but not limited to, attorney’s fees and costs arising out of, or resulting from, the performance or non- performance of the Work, and including, but not limited to, claims, damages, liabilities, losses, or expenses attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property including the loss of use resulting therefrom or is caused, in whole or in part, by any negligent act or omission of Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Nothing in the contract shall be interpreted that the Owner waives its sovereign immunity granted under Colorado Governmental Immunity Act or other applicable law. 35. Colorado Statutes do not provide for any right of lien against public buildings. In lieu thereof, Title 38-26-107 et seq. C.R.S., as amended, provides adequate relief for any claimant having furnished labor, materials, rental machinery, tools, equipment or services toward construction of the particular public Work in that final payment may not be made to a Contractor until all such creditors have been put on notice by publication in the public press of such pending payment and given opportunity to stop payment to Eagle County Regional Airport Section 008100 - 61 Gypsum Colorado General Conditions ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Contractor in the amount of such claims. END OF SECTION ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 DIVISION 1 GENERAL REQUIREMENTS Eagle County Regional Airport Section 011100 - 65 Gypsum Colorado Summary of Work ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 011100 SUMMARY OF WORK PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED: A. Title of Work. B. Work by Others and Future Work. C. Contractor Use of Premises. D. Coordination. E. Field Engineering. F. Reference Standards. G. Protection. 1.02 WORK COVERED BY CONTRACT DOCUMENTS: This Contract covers site improvements, for the Project titled “Eagle County Regional Airport”. 1.03 WORK BY OTHERS: n/a 1.04 CONTRACTOR USE OF PREMISES Coordinate use of premises under direction of Owner's Representative. 1.05 COORDINATION: A. Coordinate Work of the various Specification Sections to assure efficient and orderly sequence of construction. Make accommodations for items to be installed later. B. Integrate elements of Work; uncover ill-timed, defective, and non-conforming Work; and provide samples for testing, as required by Site Work and Technical Specifications, and as requested by the Owner or Owner’s Representative. C. Deficiencies noted shall be repaired in a reasonable time frame, which shall be determined by the Owner’s Representative. Eagle County Regional Airport Section 011100 - 66 Gypsum Colorado Summary of Work ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 1.06 FIELD ENGINEERING: A. SURVEYS, LINES, AND GRADES 1. Contractor shall be responsible for utility locates, laying out the Work (unless otherwise specified), shall protect and preserve established reference points, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Owner’s Representative whenever any reference point is located or destroyed or requires relocation before necessary changes in grades or locations. 2. All Work done under the Project Agreement shall be done to the lines, grades, and elevations shown on the Drawings. The Contractor shall keep the Owner’s Representative informed, a reasonable time in advance, of the times and places at which he wishes to do Work in order to ensure proper coordination between trades has been performed. 3. Any Work done without being properly located and established by base lines, offset stakes, benchmarks, or other basic reference points located, established, or checked by the Owner’s Representative may be ordered removed and replaced at the Contractor's sole cost and expense. 4. All stakes, benchmarks, and other survey points shall be preserved by the Contractor. B. RECORD DRAWINGS 1. Upon completion of construction, provide one complete record drawings of drawings for the irrigation system, landscape, and all structural elements produced from Contractor's notes and cut sheets. 2. At the end of every week, revise a master copy of the construction plans showing Work accomplished that week in red ink. As-built copies shall be brought up-to-date at the end of every month and shown to the Owner’s Representative. 3. Upon completion of Project, submit for review, prior to final acceptance, final set of as-built drawings to Owner. This set shall be printed at full size. 4. Final record drawings may be submitted in a digital format, compatible with the most current version of AutoCAD. 5. If record drawings are hand written (and satisfactory to the Owner’s Representative) the Owner’s Representative will scan these and distribute electronic copies for recordation. 1.07 REFERENCE STANDARDS: A. For products specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. The date of the standard is that in effect as of the Bid date, or date of the Project Agreement when there are no Bids, except when a specific date is specified. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used. END OF SECTION Eagle County Regional Airport Section 013100 - 67 Gypsum Colorado Project Management and Coordination ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 013100 PROJECT MANAGEMENT AND COORDINATION PART 4 - GENERAL 4.01 REQUIREMENTS INCLUDED A. Pre-construction Conferences. B. Progress Meetings. C. Pre-installation Review. 4.02 RELATED REQUIREMENTS Submittals: Progress Schedules. 4.03 PRECONSTRUCTION CONFERENCE Owner's Representative may administer a pre-construction conference for execution of the Project Agreement, exchange of preliminary submittals, clarification of Owner and Contractor responsibilities in use of site, and for review of administrative procedures. 4.04 PROGRESS MEETINGS A. Contractor, Owner, and Owner’s representative shall schedule and administer Project meetings and inspections throughout the course of the Work at critical intervals. B. Attendance: Job superintendent, major subcontractors and suppliers, and Owner's Representative, as appropriate to agenda topics for each meeting. C. Suggested Agenda: Review progress of Work, adjustments to progress schedule, delivery schedules, submittals, maintenance of quality standards, pending changes and substitutions, and other items affecting the Work. D. Field reports will serve as the overriding document in the event of any disputes. E. Owner’s Representative may take meeting notes (or minutes) as needed to document Agreements or critical observations during these meetings. Within five Working days of the meeting, Owner’s Representative will issue these notes, as a “Field Report”, by e-mail to all participants, or other parties effected by decisions or schedules developed during this meeting. All parties should review these notes for accuracy and omissions. Any corrections to meeting notes should be noted within five business days after receipt of the report. After such time, these notes will be filed as a record of the meeting. 4.05 PRE-INSTALLATION REVIEW A. When required in individual Specification Section, schedule a pre-installation review. Notify Owner's Representative three days in advance. B. Require attendance of entities affected by the Work, job superintendent, and subcontractor performing the installation. Eagle County Regional Airport Section 013100 - 68 Gypsum Colorado Project Management and Coordination ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 4.06 SITE OBSERVATION VISITS A. Provide access to and review information with Owner's Representative during regularly scheduled site visits for progress meetings. B. Information to be reviewed: Work in progress, problems or conflicts, material samples, testing, and other items affecting the Work. 4.07 PROJECT MANAGEMENT BY THE CONTRACTOR A. On Site Supervision, Management, and Monitoring (During Construction and During Maintenance) 1. During the time the irrigation system is inactive (generally October 15 – April 15) the Contractor will be expected to have supervision and staff present on site at a minimum one day per week to monitor the condition of the site and provide a detailed written report of activities that occurred. Trash removal and clean up shall occur each week. 2. Herbicide and Insecticide treatments shall be by a licensed applicator only. Any collateral damage associated with treatments shall be the responsibility of the Contractor. B. General Staff Expectations 1. All staff working on the Project shall be easily associated with the company they are employed by. Workers shall have a uniform appearance such as similar shirts, hats, jackets where the company name and logo are visible. All equipment shall be marked in visible locations with the company name and logo. 2. Workers shall not interact with or receive direction from anyone other than the Owner’s designated representative unless requested by the Owner or Owner’s Representative. If approached by someone not in the chain of command, Workers shall politely state they must follow certain guidelines to ensure all communication is documented. 3. All observed damages to the irrigation system (which includes damages by mowers) shall be flagged for repair. 4.08 MEASUREMENT AND PAYMENTS A. This shall apply to all sections B. The Contractor will be required to submit a worksheet with their monthly pay application that itemizes Work that was performed that month. C. Quantities will be based on frequency, number, or areas. D. Unit pricing shown on the Bid Schedule will be used for the basis of determining the value of the Work performed. E. In cases where unit pricing is not listed on the Bid Documents for a task, the Contractor must obtain authorization to proceed from the Owner’s Representative before performing the Work. Authorization will only be granted after receiving a price quote from the Contractor. PART 5 - PRODUCTS Not used. PART 6 - EXECUTION Not used. END OF SECTION Eagle County Regional Airport Section 013300 - 69 Gypsum Colorado Submittal Process ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 013300 SUBMITTAL PROCESS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED: A. Procedures B. Construction Progress Schedules C. Schedule of Values D. Shop Drawings E. Materials List F. Manufacturer's Data G. Field Samples 1.02 PROCEDURES: A. Submittals shall be electronic. B. Deliver submittals to the Owner's Representative. C. Identify Project, Contractor, subcontractor, major supplier. Identify pertinent Drawing sheet and detail number, and Specification Section number, as appropriate. Identify deviations from Contract Documents. Provide space for Contractor and Owner's Representative review stamps. D. After Owner's Representative's review of submittal, revise and resubmit as required, identifying changes made since previous submittal. E. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly report any inability to comply with provisions. 1.03 SCHEDULE OF VALUES: A. Submit schedule of values with the Bid Form. After award of Project, the Successful Bidder shall submit two additional copies of the Bid to the Owner's Representative. One copy will be kept by the Owner, the other copy will be retained by the Owner’s Representative. B. Include in each line item a directly proportional amount of Contractor's overheard and profit. C. Revise schedule to list Change Orders. Submit revised schedule with application for payment. D. Owner or Owner’s Representative may request all applicable back up information to justify quantities shown on pay applications. Back up may be in the form of invoices, purchase orders, delivery tickets, and visual inspection. E. The installation of this Project is a lump sum type pricing structure, therefore it will not be necessary to verify quantities if the Work matches plans, is complete, and functions as described. F. The maintenance portions of this Project are similar to a unit price type Bid. Quantities may be less than, or exceed the values shown on the supplement to the Bid form. Billing will be based on the Work performed each month. 1.04 SHOP DRAWINGS: Eagle County Regional Airport Section 013300 - 70 Gypsum Colorado Submittal Process ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 A. When required in individual Specification Section or on the Construction Drawings, submit the number of opaque reproductions which Contractor requires, plus one copy which will be retained by Owner's Representative. B. Show products required for proper installation, their relative locations, and critical dimensions. C. Identify deviations from the Contract Documents. 1.05 MATERIALS LIST: When required in individual Specification Section, submit a list of materials included in the Work of that section. Identify manufacturer, trade name, and model name, as applicable. Submit within 14 days after date of Project Agreement. 1.06 MANUFACTURER'S DATA: When required in individual Specification Section or on the Construction Drawings, submit manufacturer's data for delivery, storage, assembly, installation, start-up, adjusting, and finishing. 1.07 FIELD SAMPLES: Provide field samples of finishes at Project site as required by individual Specification Section. Install sample complete and finished. Acceptable samples in place may be retained in completed Work. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used. END OF SECTION Eagle County Regional Airport Section 015000 - 71 Gypsum Colorado Temporary Facilities and Controls ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 015000 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED: A. Electricity. B. Water. 1.02 STAGING AREA REQUIREMENTS The Contractor’s staging area shall contain the following items A. Fencing The perimeter of the staging area or portion of the staging area may be fenced. A locked gate or access point is recommended. B. Material storage 1. A sufficient amount of area in the staging area should be allocated for material stock piles such as crusher fines. 2. Any other materials the Contractor chooses to store in the stage area shall be kept in a neat and organized fashion. 3. The Contractor may elect to secure materials in containers to protect from theft. The Owner is not responsible for theft or vandalism. 4. Stock piled materials shall be stored in such a ways as to comply with the Storm Water Management Program. C. Equipment storage 1. The Contractor may store and maintain equipment in their staging area. 2. Fuel containers may not be stored in the staging area. 3. Equipment stored in the staging area shall be kept in a neat and organized fashion. D. Bathroom facilities 1. At a minimum one port-a-let shall be provided for employees. 2. Port-a-lets shall be secured in such a fashion as to prevent accidental tip over or tip over from wind. E. Trash dumpster 1. A dumpster shall be provided in the staging area for construction debris and other trash generated by normal operations on the site. 2. This container must be emptied regularly and never be allowed to over flow. 3. This site is susceptible to high winds, therefore the Contractor is urged to empty containers before they have reached their maximum capacity. 1.03 ELECTRICITY: If required the Contractor will be responsible for obtaining all materials and equipment to hook up to connection point. If the Contractor elects to use a generator in their storage area it may only be operated during normal Working hours as outlined in the General Conditions. 1.04 WATER: Water is available through existing irrigation mainlines installed previous to the Contractor’s mobilization. Eagle County Regional Airport Section 015000 - 72 Gypsum Colorado Temporary Facilities and Controls ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used. END OF SECTION Eagle County Regional Airport Section 016600 - 73 Gypsum Colorado Product Storage and Handling ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 016600 PRODUCT STORAGE AND HANDLING PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Products. B. Transportation and Handling. C. Storage and Protection. D. Product Options. E. Substitutions. 1.02 RELATED DOCUMENTS Submittals: Materials list. 1.03 PRODUCTS A. Products include material, equipment, and systems. B. Components required in quantity shall be interchangeable. Should these components be exposed to view, purchase the quantity required for the Work from a single manufacturer. 1.04 TRANSPORTATION AND HANDLING A. Transport products by method to avoid product damage; deliver in dry, undamaged condition in manufacturer's unopened packaging. B. Provide equipment and personnel to handle products by methods to prevent soiling or damage. C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. 1.05 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather tight enclosures. B. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged and required storage conditions are met. 1.06 PRODUCT OPTIONS A. Products specified by Reference Standards or by Description Only: Provide any product meeting those standards. B. Products specified by Naming One or Several Manufacturers: Provide products of named manufacturers meeting specifications. No substitutions allowed without prior approval. Eagle County Regional Airport Section 016600 - 74 Gypsum Colorado Product Storage and Handling ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used. END OF SECTION ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 DIVISION 2 TECHNICAL SPECIFICATIONS Eagle County Regional Airport Section 265600 - 77 Gypsum Colorado Design-Build Exterior Electrical Work ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 265600 DESIGN-BUILD EXTERIOR ELECTRICAL WORK PART 1 - GENERAL 1.01 SUMMARY A. Section Includes Guidelines for the design and installation of exterior electrical Work, specifically intended for sign lighting, lighting controls, electrical receptacles, electrical connection for irrigation controllers, power disconnects and distribution panels, and metering equipment. B. Related Sections 1. Refer to Irrigation Plans for information on power source for irrigation controllers. 2. Refer to Construction Drawings for specific information regarding location and type of electrical components. 1.02 REFERENCES A. Provide equipment and materials that conform to the applicable standards of the American National Standards Institute (ANSI), the Institute of Electrical and Electronic Engineers (IEEE), the National Electrical Manufacturers Association (NEMA), the National Fire Protection Association (NFPA), and that are listed or labeled by Underwriters Laboratories (UL), Electrical Testing Laboratories (ETL), and/or MET Laboratories (MET). B. Install equipment and materials in compliance with the most recent National Electrical Code (NEC), the Life Safety Code (NFPA-101), the Uniform Federal Accessibility Standards (UFAS), the State of Colorado Office of Fire Safety, Local Codes, the Owner’s Inspection Authorities, and manufacturers' instructions. 1.03 SYSTEM DESCRIPTION A. Design Requirements 1. The Owner shall provide information regarding the desired location of all light fixtures, model number and manufactures for the fixtures, electrical outlets, and distribution panels, operation of the system, and desired groupings for circuit design. The Owner and the Contractor expect to Work closely with the electrical designer to determine the best, most reasonable locations for all electrical components. 2. Contact the Owner's Representative about design questions and discrepancies between design documents before performing the Work. 3. Notify the Owner if existing code violations are uncovered that are not addressed in the design documents. 4. All conduit routing shall be concealed within structures out of sight. If this is not possible on prefabricated structures, contact the Owner for field verification prior to placement. B. Performance Requirements 1. The electrical Contractor will be expected to design and install the site electrical within the time frame outlined in the Bid documents. All activities should be coordinated with all trades performing Work in this area. Electrical Work shall not delay any trade from meeting their final completion dates. 2. Preserve and protect all trees, plants, monuments, structures, irrigation, and paved areas from damage due to Work in this section. In the event damage occurs, all damage to inanimate items shall be completely repaired or replaced to satisfaction of the Owner, or Eagle County Regional Airport Section 265600 - 78 Gypsum Colorado Design-Build Exterior Electrical Work ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Owner’s Representative. All injury to landscape or irrigation items shall be repaired by the landscape Contractor. All costs of such repairs shall be paid by the Contractor responsible for the damage. 3. Protect buildings, walls, walks, and other property from damage. Flare and barricade open ditches. Damage caused to asphalt, concrete, or other building material surfaces shall be repaired or replaced at no cost to the Owner. Restore disturbed areas to original conditions. 1.04 SUBMITTALS A. Product Data Submit manufacturer’s “cut sheets” for all products proposed. These items shall include, but are not limited to, light fixtures, electrical devices, circuit panels, disconnects, metering devices, GFI receptacles and enclosures, wiring, and conduit. B. Shop Drawings Contractor shall submit as shop drawings, all design data and calculations. These drawings shall reflect the layout and distribution for all components of the site electrical Work. Drawings shall also detail the installation of all light fixtures and electrical devices. C. Samples The Owner or Owner’s Representative reserves the right to request reasonable samples of products, color samples, or finish samples. D. Quality Control Submittals 1. Design Data – All calculations and layout shall be reviewed by the local municipalities’ Enforcement, or Building Permit Division. 2. Certificates – Contractor shall obtain all necessary permits and certifications required for specified Work. 3. Manufacturer’s Instructions – Manufacturer’s instructions for installation shall supersede and other details and specifications, unless specifically requested by the Owner to modify the detail. E. Contract Closeout Submittals Operation and Maintenance – Written instructions, shop manuals, operation manuals, etc. will be turned over upon completion of the installation. The Owner’s Representative will receive these submittals. 1.05 QUALITY ASSURANCE A. Qualifications Electrical Work shall be performed by licensed Journeyman or registered Apprentice Electricians. The number of Apprentices on a Project shall not exceed the number of Journeymen. Electricians shall carry a copy of their license or registration while Working on the Owner’s Project. B. Pre-Installation Conference 1. The electrical contractor will be required to attend several conferences with the design team to ensure the proposed electrical design will meet the Owner’s vision of the site. 2. Prior to commencing any activities, the electrical contractor will coordinate their schedules with other trades, to ensure all parties do not adversely affect the other’s Work. Eagle County Regional Airport Section 265600 - 79 Gypsum Colorado Design-Build Exterior Electrical Work ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 1.06 DELIVERY, STORAGE, AND HANDLING A. Packing and Shipping 1. Deliver, unload, store, and handle materials, packaging, bundling, products in dry, weatherproof, condition in manner to prevent damage, breakage, deterioration, intrusion, ignition, and vandalism. 2. Deliver in original unopened packaging containers prominently displaying manufacturer's name, volume, quantity, contents, instructions, and conformance to local, state, and federal law. Remove and replace cracked, broken, or contaminated items or elements prematurely exposed to moisture, inclement weather, snow, ice, temperature extremes, fire, or jobsite damage. 3. Handling of PVC Conduit - Exercise care in handling, loading and storing, of PVC. All PVC shall be transported in a vehicle which allows length of pipe to lie flat so as not to subject it to undue bending or concentrated external loads. All sections of pipe that have been dented or damaged shall be discarded, and if installed, shall be replaced with new piping. B. Storage and Protection All materials shall be stored in secure, locked location. The Owner will not be responsible for theft or vandalism. 1.07 WARRANTY Guarantee Work for a period of one year from the date of final acceptance of the Project. A manufacturer's warranty beginning upon equipment receipt or startup shall be extended to one year from final Project acceptance. A manufacturer's warranty in excess of one year shall remain in effect for its entire time period PART 2 - PRODUCTS To be coordinate w/ Owner PART 3 - EXECUTION 3.01 EXAMINATION Contractor shall walk and inspect the site, with the Owner and/or Owner’s Representative, prior to beginning any installation. Commencement of activities indicates the Contractor has accepted the conditions of the site, and they are favorable Working conditions. Eagle County Regional Airport Section 265600 - 80 Gypsum Colorado Design-Build Exterior Electrical Work ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 3.02 APPLICATION A. Special Techniques 1. All electrical outlets shall be active at all times and not attached to photocells or timers. 3.03 FIELD QUALITY CONTROL A. Test The electrical contractor will be required to perform a full test of the system, prior to scheduling any inspections. B. Inspections 1. All Work shall be inspected by Code Enforcement and or the Building Permit Divisions of the local municipality, as required by permits. 2. The Owner and/or Owner’s Representative will perform multiple inspections throughout the course of construction. The inspections are intended only for quality control, and not to verify the safety of the design. Typical inspections items include, but are not limited to, trench depth, damage observations, fixture placement and mounting, operations of the systems, aiming fixtures. 3.04 ADJUSTING Contractor shall adjust the aim of all light fixtures, as requested by the Owner, until the time of final acceptance. 3.05 CLEANING At the time of initial acceptance all Work shall be clean, and free of dirt and debris. All trash shall be removed from the site. Any components left from installation shall be neatly staged away from the area of Work, or removed from the site. 3.06 SCHEDULING Participate in Project coordination and scheduling activities when required by the specifications, Owner, Owner’s Representative, or Contractor. END OF SECTION Eagle County Regional Airport Section 320180 - 81 Gypsum Colorado Irrigation Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 320180 IRRIGATION MAINTENANCE PART 1 - GENERAL 1.01 SUMMARY A. This section provides guidance on properly managing the application of supplemental water to the landscape areas. 1.02 REFERENCES See Green Industries of Colorado (www.greenco.org) Best Management Practices (BMP) for information on water budgeting and irrigation efficiency. 1.03 PROJECT COMMUNICATION A. The Contractor shall have one person designated as the Contract Manager. That person shall be available for a meeting and/or walk through of the property, at least once each month, upon the request of the Owner. B. It is expected that the Contractor will advise the Owner or the Owner’s Representative, of all actions the Contractor reasonably believes are prudent, necessary, or beneficial, to improve and maintain the appearance and health of the landscape at the property. C. Any changes required or requested to the irrigation programs should be reported to the central controller operator immediately and in writing (e-mail is acceptable notification). D. The central control operator shall be notified of all mowing, fertilizer, and herbicide schedules so programs can be adjusted appropriately. A minimum of 3 days’ notice is required. E. The Contractor will be responsible for communication programming errors observed and requesting changes to the programs. 1.04 SCOPE A. The Work includes the furnishing of labor, materials, equipment, accessories, (services and materials) necessary to maintain the irrigation system and the turf and plants in a healthy and neat growing condition. B. A weekly property inspection report shall be submitted by the Contractor to the Owner’s Representative, detailing the following. 1. Work performed during the previous week. 2. Detail of problems encountered and corrective action already taken or proposed. Eagle County Regional Airport Section 320180 - 82 Gypsum Colorado Irrigation Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 3. Work to be performed or recommended during the upcoming week. 4. Contractor shall also maintain inspection records discussing the condition of the following. (a) Turf (b) Planting beds (c) Trees C. Whenever the Contractor observes any condition which they believe may be detrimental to healthy plant material, such conditions shall be immediately brought to the Owner’s Representative’s attention along with a recommendation of corrective action. 1.05 DAMAGE A. The Contractor is responsible for marking and repairing any damage (to the Owner’s satisfaction) that results from the maintenance operations at no additional cost to the Owner. B. Damage repair to the irrigation system not resulting from the Contractor's operation and negligence, will be considered "Extra Work.” This Extra Work will be paid based upon a price for repairs agreed to by the Owner and Contractor prior to commencing Work. Repairs not included are normal wear and tear of the system and breakage by the Contractor. C. The following procedure will be followed regarding emergency repairs. Emergency repair will be promptly acted on by the Contractor. The Contractor will react to mainline breaks immediately shutting down the system and/or closing gate valves to isolate the area. The Contractor must respond immediately to eliminate any threat of property damage or public safety. The Contractor may be liable for any damages and associated costs which result from a failure to respond to emergencies under the limits of this Agreement. Immediately after isolating the issues, the Contractor will present the emergency repair and associated costs and estimates to the Owner’s Representative for a decision on the repair(s). D. Whenever possible do not shut down the irrigation pumps to isolate damaged areas – gate valves in the mainline should be the first course of corrective action always. PART 2 - PRODUCTS Refer to plans. PART 3 - EXECUTION 3.01 FIELD QUALITY CONTROL A. The Contractor shall perform a full irrigation system inspection immediately after the irrigation pump has become active and provide a written report of all damages observed. B. The Contractor shall have staff present to monitor the operation of the irrigation system on a weekly basis. C. The Contractor will inspect the irrigation system weekly for broken and clogged heads, malfunctioning or leaking valves, or any other conditions which hamper the correct operation of the system. These inspections will generally coincide with mowing operations. D. The Contractor shall unclog heads and shall make head adjustments to include spray patterns, at no additional cost. If clogging appears to be excessive as a result of water quality (as determined by the Owner’s Representative) additional compensation may be justified. E. The Contractor shall be held fully responsible for the loss of any planted goods, turf or trees due to improper irrigation practices. Eagle County Regional Airport Section 320180 - 83 Gypsum Colorado Irrigation Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 F. Flagging tape and marker flags shall be used to identify damages, over watering, or areas that require attention. 3.02 CONTROLLERS A. The Contractor will keep the controllers and enclosures and access to central computer locked at all times except when servicing or performing routine maintenance operations requiring access to equipment. 3.03 ADJUSTING AND ROUTINE MAINTENANCE INCLUDES A. Inspecting the irrigation system broken and clogged heads, malfunctioning or leaking valves, or any other conditions which hamper the correct operation of the system. B. Cleaning and adjusting irrigation heads and control valves for optimum performance. C. Checking bubbler and drip systems for watering efficiency and cleaning as necessary. D. Maintenance as required by the manufacturer to all drip systems components. Clean and/or replace drip valve filters to remove debris and algae. E. Any damage resulting due to activities of the Contractor will be replaced at the Contractor's expense. F. Prior to commencing any repairs that are not time sensitive, the Contractor shall first consult with and obtain permission of the Owner’s Representative, outlining the Work to be done and the cost. G. Valve box lids shall be immediately replaced after all maintenance operations each day. Any damage of valve box lids shall be replaced or repaired immediately by Contractor. Contractor shall be responsible and liable for any valve box lid not replaced, and for all consequences and damages from such failure to replace the lids, foreseen and unforeseen. H. Trim grass around heads and valve boxes as necessary to ensure proper operation of heads and accessibility to control valves. I. Make needed repairs as soon as possible and in compliance with the maintenance contract. END OF SECTION Eagle County Regional Airport Section 320190 - 85 Gypsum Colorado Landscape Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 320190 LANDSCAPE MAINTENANCE PART 4 - GENERAL 4.01 SUMMARY A. This section provides guidance on long term maintenance and care for landscape areas. B. The Contractor will accomplish irrigation management, fertilization, pruning, weeding, pesticide and herbicide applications, bed cultivation, mowing, edging and litter removal in landscape areas. C. Unit Prices The Contractor will furnish all materials, equipment, supplies and personnel necessary to perform the services contained herein. D. Project Communication 1. The Contractor shall have one person designated as the Contract Manager. That person shall be available for a meeting and/or walk through of the property, at least once each month, upon the request of the Owner. 2. It is expected that the Contractor will advise the Owner or the Owner’s Representative, of all actions the Contractor reasonably believes are prudent, necessary, or beneficial, to improve and maintain the appearance and health of the landscape at the property. 4.02 REFERENCES GreenCO Best Management Practices 4.03 QUALITY ASSURANCE: A. All Work shall be performed to the highest standards of horticultural excellence and shall be in accordance with accepted standard practices. All Work shall be performed in accordance with all applicable laws, codes, ordinances and regulations of all local, state and federal government agencies, and it will be the responsibility of the Contractor to obtain at its cost all necessary certificates, permits and licenses required by such agencies. B. Contractor shall maintain a weekly landscape maintenance log, indicating services performed. Submit reports weekly to the Owner’s Representative using e-mail. C. Contractor shall assume all responsibility for plant material or turf which is damaged or stressed in any way as a result of poor maintenance. Contractor will assume all cost associated with replacement of damaged plant material. PART 5 - EXECUTION 5.01 TREE MAINTENANCE A. Pruning 1. The following will be used as guidelines for pruning maintenance on trees. Pruning will be accomplished in the early spring and late winter. Pruning in this Agreement will be initiated for the following. (a) Plants too close to a building, walkway, fence, power line or any tree limiting visibility shall be pruned appropriately to reduce the obstructing branches. (b) Removal of diseased or insect infested or weak growth portions of the tree. Eagle County Regional Airport Section 320190 - 86 Gypsum Colorado Landscape Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 (c) Pruning to remove storm damage or other mechanical injury. Pruning to shape or remove excess unwanted growth or winter die back. (d) Prune trees to select and develop permanent scaffold branches that are smaller in diameter than the trunk or 48 inches and radial orientation so as not to overlay one another; to eliminate diseased or damaged growth; to eliminate narrow V-shaped branch forks that lack strength; to reduce toppling and wind damage by thinning out crowns; to maintain growth within space limitations; to maintain a natural appearance; to balance crown with roots. Under no circumstances will stripping of lower branches ("raising up") of young trees be permitted. Lower branches shall be retained in a "tipped back" or pinched condition with as much foliage as possible to promote caliper trunk growth (tapered trunk). Lower branches can be cut flush with the trunk only after the tree is able to stand erect without staking or other support. (e) The primary pruning of deciduous trees shall be done during the dormant season. Damaged trees or those that constitute health or safety hazards shall be pruned at any time of the year as required. (f) Coniferous trees shall be thinned out and shaped when necessary to prevent wind and storm damage. 2. Pruning for general clean-up of trees is required in the late winter or early spring prior to the activation of the irrigation system. 3. Pruning specified as "normal maintenance" will include trees or tree limbs, that are up to twelve (12) feet tall using conventional pruning tools. 4. The Contractor must immediately contact the Owner concerning trees which may present a threat to the public safety. The Owner should be contacted so that the threat may be eliminated and a price negotiated for the repair. 5. The Contractor is not responsible to repair or replace any plant materials damaged or killed by vandalism or extreme conditions beyond the Contractor's control, as reasonably determined by the Owner’s Representative. Plant materials damaged or killed as the result of a Contractor's actions or neglect will be replaced in kind at the Contractor's expense. 6. All pruning will be performed by qualified personnel may require supervision by an arborist if requested by the Owner. (a) Final cuts on branch removal must be made just outside the flare of the branch base, not flush with the tree trunk. (b) Limbs removed from a tree must be cut near a crotch. Bracing, cabling and lip bolting may be required in special instances. Eagle County Regional Airport Section 320190 - 87 Gypsum Colorado Landscape Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 B. Care of wounds 1. The Contractor must take prompt action to repair any injuries that occur to plants and immediately initiate the repair. Repairs will be completed only by competent employees trained and familiar with repair techniques. 2. Storm or severe wind injury must be addressed immediately after any storm to determine the extent of any plant related injuries. 3. Bark may also be destroyed by animals, sunscald, mowers or vandalism. The Contractor shall treat bark injuries according to the current industry standards. 4. Tree paint shall not be used to treat wounds. C. Tree Wrap 1. Deciduous trees with up to a 4” trunk diameter for newer, less established thin bark deciduous trees will be wrapped each fall no later than November 1st. Tree wrap shall be removed no later than May 15th. 2. Or as required by weather, location of tree, or other environmental factors. 3. Wrap from the ground to the first major branch. Secure by stapling or using jute. Do not use electrical tape. Trees shall be wrapped between November 15 and April 15. 4. Remove wrap on or around April 15th. 5. Use a commercially available tree wrap. D. Fertilization 1. Fertilize trees with 18-7-10 formulation, slow release fertilizer. Apply 6 oz./100 s.f. Apply once in spring. Apply by spreading fertilizer evenly around the ball of the tree. Apply from the trunk out to the drip line. 2. If trees exhibit iron chlorosis, provide foliar fertilization with chelated iron. Cost of foliar fertilization is a part of this contract. Avoid contact with all stainable surfaces including concrete sidewalks, pavers, planter walls, rock mulch, Project signage, and lights. Obtain written authorization of Owner’s Representative prior to fertilization. E. Insecticide application: 1. All insecticide shall be applied by a licensed professional only. 2. Any spray application shall be timed properly in order to minimize damage and maximize chemical effectiveness. 3. Prior to any treatment the Contractor shall submit manufacturer data sheets for each chemical (insecticide) intended for use. This submittal shall also include a statement about signs or symptoms identified thereby justifying spraying of trees. This submittal must be approved and must be submitted a minimum of five days prior to the intended date for treatment. 4. All deciduous trees shall be inspected for signs of insect damage and treated with the appropriate chemical for insect species observed. Generally deciduous trees will require one treatment in late May. 5. All evergreen trees shall be inspected for signs of insect damage and treated with the appropriate chemical for insect species observed. The Contractor should pay careful attention to evergreens for signs of beetles, weevils, aphids, and bores 6. All pine trees shall receive one application of approved insecticide to treat for and reduce the infestation of the Ips beetle. 7. The cost for treatments shall be based off unit prices contained in Bid Documents. F. Mulching Mulched tree rings will be well maintained. Additional mulch may be added to these only after the approval of the Owner, using the prices submitted in the supplementary Bid Schedule. Eagle County Regional Airport Section 320190 - 88 Gypsum Colorado Landscape Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 5.02 PLANTING BED CARE A. Pruning 1. Prune shrubs, and flowers to maintain a natural appearance. There are no plantings in which shearing is intended. 2. Cut back ornamental grasses to ¼ of their mature height in the spring during March. Remove and dispose of cuttings. 3. Cut back herbaceous perennials to the ground in March. Remove and dispose of cuttings. 4. Prune all dead, diseased, and dying branches. 5. Prune long uncharacteristic branches that detract from the shrub's overall form. Prune branches adjacent to bare spots to encourage full shrub growth. 6. Prune flowering shrubs within two weeks after flowering has ended (to prevent pruning of future flower buds). 7. Prune ground covers to maintain a natural appearance and to prevent ground covers from climbing shrubs. 8. Cut back taller growing herbaceous perennials when they become rangy in appearance. 9. Cut back bulbs after foliage has turned a 50-75% yellow and begun to fall off. 10. Prune shrubs too close to a building, walkway, fence, power line or any tree limiting visibility to reduce the obstructing branches. 11. Removal of diseased or insect infested or weak growth portions of the shrub. 12. Pruning to remove storm damage or other mechanical injury. Pruning to shape or remove excess unwanted growth or winter die back. 13. Shearing (a) Never, unless a hazardous situation exists, and only after the approval by the Owner, will the Contractor shear a shrub. (b) Shearing is not a practice that helps maintain a native image and design. (c) This shall exclude clump grasses, as shearing is the recommended method of pruning in the spring prior to re-growth. 14. Renewal pruning: overgrown shrubs usually are leggy, lacking foliage in the lower one-half to two-thirds due to shading from the top or non-flowering. This pruning activity should be accomplished during the dormant season pruning. Height reduction may be accomplished at the same time. This activity is accomplished by removing the oldest and weakest canes at or near ground line. All branches can be cut to the ground or one-third of the oldest branches can be removed every year. 15. Thinning shrubs: the Contractor will remove the oldest canes each winter (canes over four (4) seasons old). Insignificant small shoots will be removed to the base or to the crotch of the plant. 16. Heading back: the Contractor will head back isolated shoots which may cause the plants to become out of balance. Prune to the base of the branch or the crotch. B. Fertilization In April, fertilize all planting beds with 18-7-10 formulation, slow release fertilizer at the rate of 6 oz/1,000 sq. ft. Use a broadcast method for application of fertilizer. C. Bulb and Perennial Maintenance In the spring, divide perennials when they become too crowded. Relocate divisions to bare spots. Do not overly thin. Eagle County Regional Airport Section 320190 - 89 Gypsum Colorado Landscape Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 D. Mulching Shrub bed areas will be well maintained at a depth of three inches. Additional mulch may be added to these only after the approval of the Owner, using the prices submitted in the Bid schedule. E. Weeding 1. Weeds represent the greatest threat to successful establishment of areas. Therefore, a vigorous, high level of weed control is necessary to maintain an attractive, healthy landscape. 2. Spot control weeds bi-weekly using chemical and/or mechanical means. Do not spray in windy weather. Use extra caution in application of chemicals to prevent overspray onto desired plant material. 3. Mechanical means are the preferred methods for removal of weeds. 4. Planting beds shall be inspected bi-weekly for weeds. 5. If spraying weeds, dead material shall be removed form planting beds immediately so as not to create tumbleweeds or unnecessary debris. 5.03 IRRIGATED MANICURED TURF CARE A. Mowing and Edging 1. Coordinate mowing schedule with the Owner. 2. The frequency of mowing may vary in the spring and fall due to seasonal weather conditions and growth rate of turf. 3. In the event the season is longer or shorter or if inclement weather prohibits safe operation of equipment on the regularly schedule mowing day, the mowing schedule shall be adjusted according to current conditions. 4. All turf areas shall be mowed weekly during the growing season to a height of no shorter than 3 inches. All turf areas shall be cut to the same height and shall be cross cut when feasible. 5. The mower blades or reels shall be sharpened and maintained to provide a smooth, even cut without tearing. The result shall be a uniform, level cut without ridges or depressions. 6. Do not use heavy mower in areas prone to rutting. 7. Do not leave tire marks on sidewalk. 8. Mowing shall be performed so that no more than one-third (1/3) of the grass blade is removed during each mowing. 9. Edging of walks and curbs will be performed every other mowing during the growing season using a steel bladed edger. All debris shall be removed from street and walks. 10. Chemically edge and manually trim around trees monthly ensuring that turf grows no closer than eighteen inches (18") to the tree trunk– a three foot diameter ring around each tree. This bare area should be a uniform circle using the trunk as a center point. This area should be mulched with the specified wood bark mulch. 11. Mow and Trim around trees (keeping mulch in saucers and beds), walls, fences, etc., 12. All turf areas inaccessible to mowing equipment will be trimmed weekly as needed to maintain a neat, well-groomed appearance, (fence row areas, street lights, transformers, phone pedestals, etc.) 13. Trim growth around all lamp posts, drains and other permanent structures located on the turf on a weekly basis during the growing season. 14. Protect trees and shrubs from damage caused by trim lines. Replace all plant material killed or seriously injured by trim lines. Replace with plants of equal or better size and quality. Replace at no cost to Owner. Seriously injured is defined as when 30% or greater of the cambium layer of the trunk circumference has been removed by trim lines or when shrubs have been seriously deformed (in the opinion of the Owner’s Representative). Eagle County Regional Airport Section 320190 - 90 Gypsum Colorado Landscape Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 15. Protect fences, buildings, and other structures from damage caused by mowers or trim lines. 16. Clippings on paved areas or crusher fine trails shall either be vacuumed or blown off and removed from walks and streets. 17. Excessive grass clippings should be removed as necessary. 18. Trash shall be picked up with each mowing. 19. If mowers cause damage or notice damage or over watering the area should be marked with marker flags or flagging tape. Observations should be reported to the site superintendent who will implement the necessary action. B. Fertilization 1. In April, the turf shall be fertilized with quality slow release granular product intended to fertilize and control broad leaf weeds (“weed and feed”). Unless otherwise directed or the Contractor has other suggestions use fertilizer with a (4-1-1) up to a (10-1-1) ratio of nitrogen to phosphorus to potassium with 25% to 50% slow release nitrogen from sulfur coated urea (SCU) at a rate of two pounds of nitrogen per 1,000 square feet. 2. In late September, the turf shall be fertilized to stimulate root growth using a granular urea fertilizer with ratios between (10-1-3) and (10-1-7) at a rate of two pounds of nitrogen per 1,000 square feet, Unless otherwise directed or the Contractor has other suggestions. 3. Fertilizer shall immediately be removed from concrete walls, curbs and streets to prevent staining and runoff into waterways. 4. Fertilizer should be watered in thoroughly after application. 5. Iron may be required where soils are high in pH, or where visible deficiencies are noted. C. Insect disease control - turf Insect and disease treatment shall be by application of necessary insecticides and fungicides as conditions of turf requires. The cost of this will be covered under an extra to the Agreement with price agreed upon by Contractor and Owner prior to initiating the Work. D. Aeration 1. The Contractor shall aerate one time per year in September to improve water penetration, before the second fertilization. Contractor shall use only a hollow core tine aerator that pulls a 3” plug. 2. Prior to aeration the Contractor shall tag all sprinkler heads and valve boxes to prevent damage. Plugs shall be left on the turf to assist in breaking down thatch. 3. Irrigation system will be checked out for damage by Contractor immediately after aeration and any damage due to aeration will be the responsibility of the Contractor to repair at his expense. 4. Damage to any other fixture will be repaired at Contractor's expense. 5.04 NATIVE TYPE GRASS AREA MAINTENANCE A. Mowing 1. Schedule mowing a four foot wide strip along all fence lines on a bi-weekly basis. Mowing will include string trimming around fence posts, under fence rails, and areas too wet for mowers to enter without risk of causing rutting. 2. Any irrigation damages observed or caused from mowing should be identified with marker flags immediately. Flagging shall remain in place until corrective actions have been performed. 3. When areas are too wet to mow without damage and this is caused by irrigation from a residential lot, the Contractor shall tie flagging tape to the fence rail of the lot(s) impacting drainage. 4. The Owner will select areas to be mowed for control of annual grasses and weeds. A Eagle County Regional Airport Section 320190 - 91 Gypsum Colorado Landscape Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 diagram of areas to be mowed will be provided by the Owner. The cost for mowing will be based on unit costs supplied with the Bid documents. 5. Requests by the Owner for mowing shall be completed within 10 calendar days of the request, unless alternate Agreements are reached or as weather allows. 6. The Contractor shall expect to perform a significant amount of mowing during the second week of May. 7. Drainage swales will only be mowed when directed by the Owner’s Representative. B. Weed Control 1. Where specified by the Owner, a complete broadleaf herbicide treatment shall be applied during the third week in May. The Owner shall provide a diagram and schedule for areas to be treated. 2. Throughout the growing season weed control of native areas shall be performed using a spot treatment method. 3. Herbicide shall be applied by a licensed applicator or under the direct supervision of a licensed applicator. Any collateral damage as a result of spraying will be the responsibility of the Contractor. 4. Do not spray in windy weather. Use extra caution in application of chemicals to prevent overspray onto desired plant material. 5. The Contractor shall use Chaparral™ brand herbicide (manufactured by Dow AgroScience, LLC) for treatment in native areas. Apply and mix in accordance with the manufacturer’s product specifications. 6. Chemical treatment of weeds within four feet of fence lines, occupied residential lots, or planting beds shall be performed using a hand sprayer or back pack sprayer to minimize the risk of overspray. C. Overseeding and Re-Seeding 1. When directed by the Owner re-seeding areas shall be accomplished using a broadcast method. 2. The cost of seeding shall be determined using the unit costs supplied in the Bid documents multiplied by area measurements. 3. Hydromulching shall be required only when specifically requested by the Owner. Hydromulch and tackifier shall be applied at a rate equal to 2,000 lbs. per acre. 4. Reseeding and overseeding shall begin to occur during the third week in June. 5. Broadcast seed rates (a) Shortgrass – 36 pounds of pure live seed per acre (b) Tallgrass – 30 pounds of pure live seed per acre 5.05 NOXIOUS WEED CONTROL Remove noxious weeds, as defined by the State of Colorado, from the area within five feet of the perimeters of the landscaped areas by spraying with an approved broadleaf herbicide by May 15th and October 1 with spot application as required. Cost for spot applications, shall be done on a time and material basis per the contract documents. 5.06 REPLACEMENTS A. The Contractor shall note in maintenance logs all removed plant material. Replacements shall occur as directed by the Owner’s Representative. B. If replacement becomes necessary, conform with material and installation standards (including a one year warranty) C. Replace plant material with size equal to that of the plant material being replaced unless otherwise Eagle County Regional Airport Section 320190 - 92 Gypsum Colorado Landscape Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 directed by the Owner’s Representative. D. All replacements shall be affixed with an inconspicuous tag, to be removed after the warranty has expired. This tag shall indicate the date the plant material was installed. 5.07 DISEASE/INSECT CONTROL A. Inspect all landscape areas weekly during growing season for signs of insect or disease infestation. B. Apply seasonal applications as necessary to protect plant material. C. Spot treat areas as needed to maintain healthy growing plant material. Spot treatment is included in the scope of this contract. D. Do not apply airborne insecticides or pesticides when unprotected people or animals may be affected. E. Protect all trees, shrubs, and ground covers from over spray that is detrimental to the health of ornamental plant material. F. Notify Owner’s Representative if extensive spraying is required. Pricing for maintenance Work should include the costs of typical pesticide applications. 5.08 TRASH REMOVAL AND CLEAN UP A. Clean all areas weekly to provide a neat, well groomed site. Pick up all trash and debris, sweep walks, replace mulch in beds, reinstall weed barrier wherever it has risen above the mulch or pulled loose at the edges. B. Adjust cleanup to match seasonal needs. C. All landscaped areas (native and irrigated) will be policed for loose trash and debris on a weekly basis during the entire year, especially before each mowing. D. Dog Stations shall be emptied weekly. At this time the Contractor will not be responsible for refilling stations with bags. E. Provide weekly, complete policing and litter pickup to remove paper, glass, trash, undesirable materials, animal and bird droppings, siltation and other accumulated debris within the landscape areas to be maintained. F. Contractor shall be responsible for off-site removal of all trash, litter and accumulated debris to an approved disposal site weekly. G. Fallen leaves will be cleaned up twice per year from all turf and bed areas - once between April 1st and may 1st and the second time between November 15th and December 1st. In turf, the leaves can be mowed and left in place. 5.09 PEST CONTROL Contractor shall report to the Owner the existence of any pests damaging, interfering with, or with the potential to damage or interfere with, the landscaping or irrigation system, including but not limited to, prairie dogs, voles, and porcupines. Contractor shall remove pests as directed by the Owner, using only subcontractors approved by the Owner. This removal cost is "extra" and Contractor will be paid using a supplementary pricing for pest removal equipment and labor. Removal may, include relocation of the pest. 5.10 STANDARD WINTER SERVICES A. All landscaped areas should be patrolled weekly for loose trash and debris. Eagle County Regional Airport Section 320190 - 93 Gypsum Colorado Landscape Maintenance ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 B. Remove leaves resulting from fall leaf drop only in areas having a heavy concentration of leaves that may cause damage to turf or to other landscape materials. C. The Contractor shall be responsible to monitor all landscape and plants to determine if there is need for winter watering, tree wrapping to prevent sunscald, special pruning due to storm damage, etc. A semi-monthly soil moisture assessment, on the Contractor's report, shall be provided to the Owner. D. When hand watering, use a water wand to break the water force. All trees and shrubs shall be winter watered using a needle type root feeder as required between irrigation system winterization and spring startup. E. The irrigation system will not be used for winter watering. END OF SECTION Eagle County Regional Airport Section 328400-95 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 328000 IRRIGATION SYSTEM PART 1 - GENERAL 1.01 WORK INCLUDED - Work of this Section generally includes provisions for the installation of an underground landscape irrigation system including the following: A. Static pressure verification and coordination of irrigation system installation with landscape material installation. B. Trenching, stockpiling excavation materials, refilling and compacting trenches. C. Retrofit existing irrigation system, as per plans, including but not limited to piping, valves, valve decoders, fittings, heads, and wiring; and final adjustments to insure complete coverage. D. Water connections. E. Replacement of unsatisfactory materials. F. Clean-up, Owner’s Representative Reviews, and Project Acceptance. G. Tests. 1.02 RELATED SECTIONS A. Examine all sections related to Project Work. 1.03 REFERENCES A. Perform Work in accordance with requirements of Conditions of the Project Agreement and General requirements as well as provisions of all applicable laws, codes, ordinances, rules, and regulations. B. Conform to requirements of reference information listed below except where more stringent requirements are shown or specified in Contract Documents. 1. American Society for Testing and Materials (ASTM) - Specifications and Test Methods specifically referenced in this Section. 2. Underwriters Laboratories (UL) - UL Wires and Cables. 1.04 QUALITY ASSURANCE A. Installer Qualifications - Installer shall have had considerable experience and demonstrate ability in the installation of irrigation system(s) of specific type(s) in a neat, orderly, and responsible manner in accordance with recognized standards of workmanship. To demonstrate ability and experience necessary for this Project, and financial stability, Eagle County Regional Airport Section 328400-96 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 submit if requested by Contractor prior to contract award the following: 1. List of 3 Projects completed in the last 2 years of similar complexity to this Project. Description of Projects shall include: a. Name of Project. b. Location. c. Owner. d. Brief description of Work and Project budget. B. Special Requirements: 1. Work involving substantial plumbing for installation of copper piping, backflow preventer(s), and related Work shall be executed by licensed and bonded plumber(s). Secure a permit at least 48 hours prior to start of installation. 2. Tolerances - Specified depths of mains and laterals and pitch of pipes are minimums. Settlement of trenches is cause for removal of finish grade treatment, refilling, compaction, and repair of finish grade treatment. 3. Coordination with Other Contractors - Protect, maintain, and coordinate Work with Work under other Section. 4. Damage To Other Improvements - Contractor shall replace or repair damage to grading, soil preparation, seeding, sodding, or planting done under other Sections during Work associated with installation of irrigation system at no additional cost to Owner. C. Pre-Construction Conference - Contractor shall schedule and conduct a conference to review in detail quality control and construction requirements for equipment, materials, and systems used to perform the Work. Conference shall be scheduled not less than 10 days prior to commencement of Work. All parties required to be in attendance shall be notified no later than 7 days prior to date of conference. Contractor shall notify qualified representatives of each party concerned with that portion of Work to attend conference, including but not limited to Contractor, Owner’s Representatives, Contractor's Superintendent, and Installer. 1. Minutes of conference shall be recorded and distributed by Contractor to all parties in attendance within five days of conference. 1.05 SUBMITTALS - Prepare and make submittals in accordance with conditions of the Contract. A. Materials List - Submit six copies of a complete materials list indicating manufacturer, model number, and description of all materials and equipment to be used. Show appropriate dimensions and adequate detail to accurately portray intent of construction. B. Record Drawings (As-Builts) - No trenches shall be backfilled until as-built information is verified by Owner. 1. At onset of irrigation installation secure Autocadd files of original irrigation design from Owner. At the end of every day, revise as-built prints for Work accomplished that day in red ink. As-built field prints shall be brought up-to-date at the close of the Working day every Friday by a qualified draftsperson. A print of record plan(s) shall be available at Project Site. Indicate zoning changes on weekly as-built drawings. Indicate non-pressure piping changes on as-builds. Eagle County Regional Airport Section 328400-97 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Upon completion of Project, submit for review, prior to final acceptance, final set of as-built mylars and an Autocadd disk copy. Dimensions, from two permanent points of reference (building corners, sidewalk, road intersections or permanent structures), location of following items: a. Connection to existing water lines. b. Routing of sprinkler pressure lines (dimension maximum 100 feet along routing). c. Sprinkler control valves. d. Quick coupling valves. e. Manual drains and stop and waste valves. f. Drip line blowout stubs. g. Control wire routing if not with pressure mainline. h. Gate valves. i. Control wire and communication cable splices j. Water meters k. Locations of all sleeving including size, quantity and depth of sleeve 2. Owner’s Representative will not certify any pay request submitted by the Contractor if the as-built drawings are not current, and processing of pay request will not occur until as-builts are up-dated. C. Operation Instructions - Submit 3 written operating instructions including winterization procedures and start-up, with cut sheets of products, and coordinate controller/watering operation instruction with Owner maintenance personnel. 1. Controller Charts: a. Do not prepare charts until Owner’s Representative has reviewed record (as-built) drawings. b. Provide one controller chart for each automatic controller installed. 1) Chart may be reproduction of record drawing, if scale permits fitting of controller door. If photo reduction prints are required, keep reduction to maximum size possible to retain full legibility. 2) Chart shall be blueline print of actual "as-built" system, showing area covered by that controller. c. Identify area of coverage of each remote control valve, using a distinctly different pastel color drawing over entire area of coverage. d. Following review of charts by Owner’s Representative, they shall be hermetically sealed between two layers of 20-mm thick plastic sheet e. Charts shall be completed and reviewed prior to final review of irrigation system. 1.06 DELIVERY, STORAGE, AND HANDLING - Deliver, unload, store, and handle materials, packaging, bundling, products in dry, weatherproof, condition in manner to prevent damage, breakage, deterioration, intrusion, ignition, and vandalism. Deliver in original unopened packaging containers prominently displaying manufacturer's name, volume, quantity, contents, instructions, and conformance to local, state, and federal law. Remove and replace cracked, broken, or contaminated items or elements prematurely exposed to moisture, inclement weather, snow, ice, temperature extremes, fire, or jobsite damage. A. Handling of PVC Pipe - Exercise care in handling, loading and storing, of PVC pipe. All PVC pipe shall be transported in a vehicle which allows length of pipe to lie flat so as not Eagle County Regional Airport Section 328400-98 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 to subject it to undue bending or concentrated external loads. All sections of pipe that have been dented or damaged shall be discarded, and if installed, shall be replaced with new piping. 1.07 JOBSITE CONDITIONS: A. Protection of Property: 1. Preserve and protect all trees, plants, monuments, structures, and paved areas from damage due to Work of this Section. In the event damage does occur, all damage to inanimate items shall be completely repaired or replaced to satisfaction of Owner, and all injury to living plants shall be repaired by Owner. All costs of such repairs shall be charged to and paid by Contractor. 2. Protect buildings, walks, walls, and other property from damage. Flare and barricade open ditches. Damage caused to asphalt, concrete, or other building material surfaces shall be repaired or replaced at no cost to Owner. Restore disturbed areas to original condition. B. Existing Trees: 1. All trenching or other Work under limb spread of any and all evergreens or low branching deciduous material shall be done by hand or by other methods so as to prevent damage to limbs or branches. 2. Where it is necessary to excavate adjacent to existing trees use all possible care to avoid injury to trees and tree roots. Excavation, in areas where 2 inch and larger roots occur, shall be done by hand. Roots 2 inches or larger in diameter, except directly in the path of pipe of conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a trenching machine is operated close to trees having roots smaller than 2 inches in diameter, wall of trench adjacent to tree shall be hand trimmed, making clean cuts through roots. Trenches adjacent to trees shall be closed within 24 hours, and when this is not possible, side of trench adjacent to tree shall be kept shaded with moistened burlap or canvas. C. Protection and Repair of Underground Lines: 1. Request proper utility company to stake exact location (including depth) of all underground electric, gas, or telephone lines. Take whatever precautions are necessary to protect these underground lines from damage. If damage does occur, Utility Owner shall repair all damage. Contractor shall pay all costs of such repairs unless other arrangements have been made. 2. Request Owner, in writing, to locate all private utilities (i.e., electrical service to outside lighting) before proceeding with excavation. If, after such request and necessary staking, private utilities that were not staked are encountered and damaged by Installer, Owner shall repair them at no cost to Installer. If Contractor damages staked or located utilities, they shall be repaired by Utility Owner at Contractor's expense unless other arrangements have been made. D. Replacement of Paving and Curbs - Where trenches and lines cross existing roadways, paths, curbing, etc., damage to these shall be kept to a minimum and shall be restored to original condition. Eagle County Regional Airport Section 328400-99 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 1.08 WARRANTY/GUARANTY: - Manufacturer shall warrant materials against defects for a period of one year from date of Substantial Completion. Installer(s) shall guaranty Workmanship for similar period. A. Settling of backfilled trenches that may occur during guaranty period shall be repaired at no expense to Owner, including complete restoration of damaged property. B. Expenses due to vandalism before substantial completion shall be borne by Contractor. C. Owner will maintain turf and planting areas during warranty period, so as not to hamper proper operation of irrigation system. 1.09 MAINTENANCE: A. Furnish the following maintenance items to Owner prior to final Acceptance: 1. Two Sets of special tools required for removing, disassembling, and adjusting each type of sprinkler head and valve supplied on this Project. 2. Two quick coupler keys and two matching hose swivels for each type of quick coupling valve installed. 3. Two aluminum drain valve keys of sufficient length for operation of gate valves. B. Winterization - include cost in Bid for winterizing complete system at conclusion of sprinkling season (in which system received final acceptance) within 3 days notification by the Owner. System shall be voided of water using compressed air or similar method reviewed by Owner’s Representative. Reopen, operate, and adjust system malfunctions accordingly during April of following season within 3 days of notification by Owner. 1.10 EXTRA STOCK - In addition to installed system furnish the following items to Owner: A. 10 Pop-up spray heads with nozzles of each type used. B. 4 Rotor heads of each type used. C. 30 Drip emitters of each type used. D. 2 2-wire decoder –single station units PART 2 - PRODUCTS 2.01 MATERIALS: A. General Piping: 1. Pressure Supply Lines (downstream of backflow prevention units) - Class 200 PVC BE (1" - 2 1/2"). 2. Non-pressure Lines – 100PSI polyethylene, 1” minimum size. 3. PVC Sleeving - Class 160 PVC. Eagle County Regional Airport Section 328400-100 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 4. Drip Tubing - Irritrol Dura-Pol EHD 1645 3/4" with .050 inch wall thickness. 5. Emitter Tubing - As recommended by emitter manufacturer. B. Plastic Pipe and Fittings: 1. Identification Markings: a. Identify all pipe with following indelible markings: 1) Manufacturer's name. 2) Nominal pipe size. 3) Schedule of class. 4) Pressure rating. 5) NSF (National Sanitation Foundation) seal of approval. 6) Date of extrusion. 2. Solvent Weld Pipe - Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1784; cell classification 12454-B, Type 1, Grade 1. a. Fittings - Standard Wright, Schedule 40, injection molder PVC; complying with ASTM D1784 and D2466, cell classification 12454-B. 1) Threads - Injection molded type (where required). 2) Tees and ells - Side gated. b. Threaded Nipples - ASTM D2464, Schedule 80 with molded threads. c. Teflon Tape – All PVC male threaded fittings and nipples, excluding marlex fittings, shall receive wrapping of Teflon tape applied to threaded surfaces per pipe manufacturer’s recommendations. d. Joint Cement and Primer - Type as recommended by manufacturer of pipe and fittings. 3. Flexible Plastic Pipe - Manufactured from virgin polyethylene in accordance with ASTM D2239, with a hydrostatic design stress of 630 psi and designated as PE 2306. a. Fittings – Insert type manufactured in accordance with ASTM D2609; PVC Type 1 cell classification 12454-B. b. Clamps - All stainless steel worm gear screw clamps. Use 2 clamps per joint on 1-1/2 inch and 2 inch fittings. C. Drip Irrigation Systems: 1. Drip Tubing - Manufactured of flexible vinyl chloride compound conforming to ASTM D1248, Type 1, Class C, Category 4, P14 and ASTM D3350 for PE 122111C. 2. Fittings - Type and diameter recommended by tubing manufacturer. 3. Drip Valve Assembly - Type and size shown on Drawings. a. Wye Strainer - Plastic construction with 150 mesh nylon screen and 1/2 inch blowout assembly. b. Control Valve - 2-way, solenoid pilot operated type made of synthetic, non-corrosive material; diaphragm activated and slow closing. Include freely pivoted seat seal; retained (mounted) without attachment to diaphragm. c. Pressure Reducing Valve - Plastic construction as detailed. 4. Emitters - Single port, pressure compensating, press on type by Irritrol. Eagle County Regional Airport Section 328400-101 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 D. Gate Valves: 1. Gate Valves for 3/4 inch through 2-1/2 Inch Pipe - Brass construction; solid wedge, IPS threads, and non-rising stem with wheel operating handle. 2. Gate Valves for 3 Inch and Larger Pipe - Iron body, brass or bronze mounted AWWA gate valves with a clear waterway equal to full nominal diameter of valve; rubber gasket or mechanical joint-type only. Valves shall be able to withstand a continuous working pressure of 200 psi and be equipped with a square operating nut and resilient wedge. Provide pipe restraints on gate valves 3 inches or larger as detailed. E. Quick Coupling Valves - Brass two-piece body designed for working pressure of 150 PSI; operable with quick coupler. Equip quick coupler with locking rubber cover. F. Valve Boxes: 1. Gate Valves, Quick Coupling Valves, Drain Valves, Drip Line Blow-out Stubs, and Wire Splice or Stub Box - Carson Brooks #910-10, box as detailed. 2. 1 inch through 2 inch Control Valves, Master Valves and Communication Splice box - Carson Brooks #1419-12 box as detailed. 3. Drip Valve Assemblies and Flow Sensors - Carson Brooks #1220-12 box as detailed. G. Electrical Control Wiring: 1. Low Voltage: a. Electrical Control Wire - UFUL approved No. 14/14 (2-wire Hunter ID-1 wire or as per manufactures requirements) direct burial copper wire to operate system as designed. b. If multiple controllers are utilized, refer to wire routing plan for individual wire runs. c. Control Wire connections and splices shall be made with 3M DBR-6 direct bury splice. d. Loop five (5) feet minimum of 2-wire cable into all valve boxes. 2. High Voltage - Type required by local codes and ordinances, of proper size to accommodate needs of equipment serviced. H. Automatic Controller (2-Wire) - Size and type shown on Drawings; mounted as detailed. 1. Single Station Decoders (2-Wire) - Size and type shown on Drawings; mounted as detailed. a. Install decoders and wire per manufacturer recommendations and requirements. b. Grounding for all decoders and 2-wire cable, to be per manufactures recommendations and requirements. Minimum one grounding assembly per every 1000’ of wire and/or every 12th decoder and at all ends of the wire runs greater than 50’. I. Electric Control Valves - Size and type shown on Drawings having manual flow Eagle County Regional Airport Section 328400-102 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 adjustment and manual bleed nut. J. Sprinkler Heads - As indicated on Drawings. Fabricated riser units in accordance with details on Drawings - with fittings and nipples of equal diameter as riser inlet in sprinkler body. PART 3 - EXECUTION 3.01 SITE CONDITIONS, LANDSCAPE PLAN REVIEW AND COORDINATION A. Contractor will be held responsible for coordination between landscape and irrigation system installation. Landscape material locations shown on the Landscape Plan shall take precedence over the irrigation system equipment locations. If irrigation equipment is installed in conflict with the landscape material locations shown on the Landscape Plan, the Contractor will be required to relocate the irrigation equipment, as necessary, at Contractor’s expense. B. Contractor is responsible to notify Owner’s Representative of any field conditions that vary from the conditions shown on the Irrigation Construction Documents. If Contractor fails to notify Owner’s Representative of these conditions, Contractor will be held responsible for all costs associated with system adjustments required due to the change in field conditions. 3.02 STATIC PRESSURE VERIFICATION - Contractor shall field verify the static pressure at the Project site, prior to commencing Work or ordering irrigation materials, and submit findings, in writing, to Owner’s Representative. If Contractor fails to verify static water pressure prior to commencing Work or ordering irrigation materials, Contractor shall assume responsibility for all costs required to make system operational and the costs required to replace any damaged landscape material. Damage shall include all required material costs, design costs and plant replacement costs. 3.03 INSPECTION: - Examine areas and conditions under which Work of this Section is to be performed. Do not proceed with Work until unsatisfactory conditions have been corrected. A. Grading operations, with the exception of final grading, shall be completed and approved by Owner before staking or installation of any irrigation system begins. B. Underground Utilities shall be installed prior to installation of irrigation system. If irrigation installation takes place prior to utility installation, Contractor shall notify Owner of this condition in writing prior to commencement of irrigation installation. 3.04 PREPARATION: A. Staking shall Occur as Follows: 1. Mark, with powdered lime, routing of pressure supply line and flag heads for first few zones. Contact Owner’s Representative 48 hours in advance and request review of staking. Proposed locations of all trees shall be field staked by Contractor and approved by Owner/Landscape Architect prior to Owner’s Eagle County Regional Airport Section 328400-103 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Representative review of irrigation staking. Owner’s Representative will advise installer as to the amount of staking to be prepared. Owner’s Representative will review staking and direct changes if required. Review does not relieve installer from coverage problems due to improper placement of heads after staking. 2. Contractor shall contact Owner’s Representative if field spacing varies by +/- 10% of the spacing shown on the irrigation plans. If Contractor fails to notify Owner’s Representative of variances exceeding 10%, Contractor assumes full responsibility for the costs associated with any required system modifications deemed necessary by the Owner’s Representative or Owner. 3. If Project has significant topography, freeform planting beds, or other amenities, which could require alteration of irrigation equipment layout as deemed necessary by Owner’s Representative, do not install irrigation equipment in these areas until Owner’s Representative has reviewed equipment staking. B. Install sleeving under asphalt paving and concrete walks, prior to concreting and paving operations, to accommodate piping and wiring. Compact backfill around sleeves to 95% Modified Proctor Density within 2% of optimum moisture content in accordance with STM D1557. C. Trenching - Trench excavation shall follow, as much as possible, layout shown on Drawing. Dig trenches straight and support pipe continuously on bottom of trench. Trench bottom shall be clean and smooth with all rock and organic debris removed. 1. Clearances: a. Piping 3 Inches and Larger - Make trenches of sufficient width (14 inches minimum) to properly assemble and position pipe in trench. Minimum clearance of piping 3 inches or larger shall be 5 inches horizontally on both sides of the trench. b. Piping Smaller than 3 Inches - Trenches shall have a minimum width of 7 inches. c. Line Clearance - Provide not less than 6 inches of clearance between each line and not less than 12 inches of clearance between lines of other trades. 2. Pipe and Wire Depth: a. Pressure Supply Piping - 24 inches from top of pipe minimum or as noted on plans.. b. PVC Sleeving - 18 inches from top of pipe. c. Non-pressure Piping (rotor) - 18 inches from top of pipe. d. Non-pressure Piping (pop-up) - 12 inches from top of pipe. e. Control Wiring/Communication Cable - Side of pressure main or at 18 inch depth if installed in a separate trench with no mainline piping.. f. Drip Tubing - 12 inches from top of pipe. g. Emitter Tubing (Micro-tubing) - 8 inches from top of pipe. 3. Boring will be permitted only where pipe must pass under obstruction(s) which cannot be removed. In backfilling bore, final density of backfill shall match that of surrounding soil. It is acceptable to use sleeves of suitable diameter installed first by jacking or boring, and pipe laid through sleeves. Observe same precautions as though pipe were installed in open trench. 3.05 INSTALLATION - Locate other equipment as near as possible to locations designated. Owner’s Representative shall review deviations prior to installation. Eagle County Regional Airport Section 328400-104 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 A. PVC Piping - Snake pipe in trench as much as possible to allow for expansion and contraction. Do not install pipe when air temperature is below 40~F. Place manual drain valves at low points and dead ends of pressure supply piping to insure complete drainage of system. When pipe installation is not in progress, or at end of each day, close pipe ends with tight plug or cap. Perform Work in accordance with good practices prevailing in piping trades. 1. Solvent Weld PVC Pipe - Lay pipe and make all plastic to plastic joints in accordance with manufacturer's recommendations. 2. Flexible Plastic (Polyethylene) Pipe - Lay pipe and assemble fittings following manufacturer's recommendations. B. Drip Tubing: 1. Make all fitting connections as per manufacturers recommendations. 2. Use only manufacturer provided or recommended hole punch when making penetrations in drip tubing for insert fittings. Use of any other hole punch shall be cause for immediate removal and replacement of all installed drip tubing. 3. Install drip line blow-out stubs at all dead ends of drip tubing. C. Control Wiring: 1. Low Voltage Wiring: a. Bury control wiring between controller and electric valves in pressure supply line trenches, strung as close as possible to main pipe lines with such wires to be consistently located below and to one side of pipe, or in separate trenches. b. Provide an expansion loop at every pressure pipe angle fitting, every electric control valve location (in valve box), and every 500 feet. Minimum 5’ in every valve box and 2’ feet at every angle fitting. d. Make all splices and E.C.V. connections using 3M DBY-6 connectors or similar dry splice method. e. Install all control wire splices not occurring at control valve in a separate splice valve box. f. Install one decoder for each control valve. D. Electric Control Valves - Install cross-handle four inches below finished grade where shown on Drawings as detailed. When grouped together, allow at least 12 inches between valve box sides. Install each remote control valve in a separate valve box. Install individual valve box flush with grade. E. Quick Coupling Valves - Install quick couplers on swing-joint assemblies as indicated on construction details; plumb and flush to grade. Angled nipple relative to pressure supply line shall be no more than 45 degrees and no less than 10 degrees. F. Drip Valve Assemblies - Install drip valve assembly as detailed. G. Drip Emitters - Stake all surface emitters as detailed and staked with acceptable tubing stakes. Eagle County Regional Airport Section 328400-105 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 H. Drain Valves - Install one manual drain valve on pressure supply line directly downstream of backflow preventer as detailed. Provide a three cubic foot drainage sump for drain valve as detailed. I. Valve Boxes: 1. Install one valve box for each type of valve installed as detailed. Valve box extensions are not acceptable except for master valves and flow sensors. Install gravel sump after compaction of all trenches. Place final portion of gravel inside valve box after valve box is backfilled and compacted. 2. Brand controller letter and station number on lid of each valve box. Letter and number size shall be no smaller than 1 inch and no greater in size than 1 1/2 inches. Depth of branding shall be no more than 1/8 inch into valve box lid. 3. Refer to details for valve boxes located in paved areas. J. Gate Valves - Install where shown on Drawings as detailed. K. Sprinkler Heads - Install sprinkler heads where designated on Drawings or where staked. Set to finish as detailed. Spacing of heads shall not exceed the maximum indicated on Drawing unless re-staked as directed by Owner’s Representative. [should this be Owner’s Representative or Contractor?] In no case shall the spacing exceed maximum recommended by manufacturer. Install heads on swing joints or riser assemblies as detailed. Adjust part circle heads for proper coverage. Adjust heads to correct height after sod is installed. Plant placement shall not interfere with intended sprinkler head coverage, piping, or other equipment. Owner’s Representative may request nozzle changes or adjustments without additional cost to the Owner. L. Backflow Preventer - Install as detailed at location designated on Drawings. M. Backfilling - Do not begin backfilling operations until required system tests have been completed. Backfill shall not be done in freezing weather except with review by Owner’s Representative. Leave trenches slightly mounded to allow for settlement after backfilling is completed. Trenches shall be finish graded prior to walk-through of system by Owner’s Representative. 1. Materials – Bed all piping with road base from 6” below piping to 6” above piping. Excavated material is generally considered satisfactory for backfill purposes after bedding and screening to 1”. Backfill material shall be free of rubbish, vegetable matter, frozen materials, and stones larger than 1 inch in maximum dimension. Do not mix subsoil with topsoil. Material not suitable for backfill shall be hauled away. Contractor shall be responsible for providing suitable backfill if excavated material is unacceptable or not sufficient to meet backfill, compaction, and final grade requirements. 2. Do not leave trenches open for a period of more than 48 hours. Open excavations shall be protected in accordance with OSHA regulations. 3. Compact backfill to 95% maximum density, determined in accordance with ASTM D155-7 utilizing the following methods: a. Mechanical tamping. N. Piping Under Paving: Eagle County Regional Airport Section 328400-106 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 1. Provide for a minimum cover of 18 inches between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure piping installed under asphaltic concrete or concrete paving. 2. Piping located under areas where asphalt or concrete paving will be installed shall be bedded with sand (a layer 6" below pipe and 6" above pipe). 3. Compact backfill material in 6" lifts at 90% maximum density determined in accordance with ASTM D155-7 using manual or mechanical tamping devices. 4. Set in place, cap, and pressure test all piping under paving, in presence of Owner prior to backfilling and paving operations. 5. Piping under existing walks or concrete pavement shall be done by jacking, boring, or hydraulic driving, but where cutting or breaking of walks and/or concrete is necessary, it shall be done and replaced at no cost to Owner. Obtain permission to cut or break walks and/or concrete from Owner. O. Water Supply and Point of Connection - Water supply shall be extended as shown from water supply lines. 3.06 FIELD QUALITY CONTROL: A. Flushing - After piping, risers, and valves are in place and connected, but prior to installation of sprinkler heads, quick coupler assemblies, and hose valves, thoroughly flush piping system under full head of water pressure from dead end fittings. Maintain flushing for 5 minutes through furthermost valves. Cap risers after flushing. B. Testing - Conduct tests in presence of Owner’s Representative. Arrange for presence of Owner’s Representative 48 hours in advance of testing. Supply force pump and all other test equipment. 1. After backfilling, and installation of all control valves, fill pressure supply line with water, and pressurize to 40 PSI over the designated static pressure or 120 PSI, whichever is greater, for a period of 2 hours. 2. Leakage, Pressure Loss - Test is acceptable if no loss of pressure is evident during the test period. 3. Leaks - Detect and repair leaks. 4. Retest system until test pressure can be maintained for duration of test. 5. Before final acceptance, pressure supply line shall remain under pressure for a period of 48 hours. C. Walk-Through for Substantial Completion: 1. Arrange for Owner’s Representative's presence 48 hours in advance of walk- through. 2. Entire system shall be completely installed and operational prior to scheduling of walk-through. 3. Operate each zone in its entirety for Owner’s Representative at time of walk- through and additionally, open all valve boxes if directed. 4. Generate a list of items to be corrected prior to Final Completion. 5. Furnish all materials and perform all Work required to correct all inadequacies of coverage due to deviations from Contract Documents. 6. During walk-through, expose all drip emitters under operations for observation by Owner’s Representative to demonstrate that they are performing and installed as Eagle County Regional Airport Section 328400-107 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 designed, prior to placing of all mulch material. Schedule separate walk-through if necessary. 7. Supply Owner’s Representative with prints of irrigation as-builts prior to scheduling substantial completion walk-through. D. Walk-Through for Final Completion: 1. Arrange for Owner’s Representative’s presence 48 hours in advance of walk- through. 2. Show evidence to Owner’s Representative that Owner has received all accessories, charts, record drawings, and equipment as required before Final Completion walk-through is scheduled. 3. Operate each zone, in its entirety for Owner’s Representative at time of walk- through to insure correction of all incomplete items. 4. Items deemed not acceptable by Owner’s Representative shall be reworked to complete satisfaction of Owner’s Representative. 5. If after request to Owner’s Representative for walk-through for Final Completion of irrigation system, Owner’s Representative finds items during walk-through which have not been properly adjusted, reworked, or replaced as indicated on list of incomplete items from previous walk-through, Contractor shall be charged for all subsequent walk-throughs. Funds will be withheld from final payment and/or retainage to Contractor, in amount equal to additional time and expenses required by Owner’s Representative to conduct and document further walk- throughs as deemed necessary to insure compliance with Contract Documents. 3.07 ADJUSTING - Upon completion of installation, "fine-tune" entire system by regulating valves, adjusting patterns and break-up arms, and setting pressure reducing valves at pro-per and similar pressure to provide optimum and efficient coverage. Flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. Heads of same type shall be operating at same pressure +/- 7%. A. If it is determined that irrigation adjustments will provide proper coverage, and improved water distribution as determined by Owner’s Representative, Contractor shall make such adjustments prior to Final Acceptance, as directed, at no additional cost to Owner. Adjustments may also include changes in nozzle sizes, degrees of arc, and control valve throttling. B. All sprinkler heads shall be set perpendicular to finish grade unless otherwise noted on Construction Plans or directed by Owner’s Representative. C. Areas which do not conform to designated operation requirements due to unauthorized changes or poor installation practices shall be immediately corrected at no additional cost to the Owner. 3.08 CLEANING - Maintain continuous cleaning operation throughout duration of Work. Dispose of, off- site at no additional cost to Owner, all trash or debris generated by installation of irrigation system. Eagle County Regional Airport Section 328400-108 Gypsum Colorado Irrigation System ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 END OF SECTION Eagle County Regional Airport Section 329000-109 Gypsum Colorado General Landscape ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 329000 GENERAL LANDSCAPE PART 1 - GENERAL 1.01 SUMMARY Furnish all trees, shrubs, and other plant materials, labor equipment, and non-plant materials required to complete installation of planting indicated on the landscape drawings and details. Furnish all soil preparation, fertilizer, soil mulching, trees, shrubs, groundcovers, sodding, bed mulching, labor and equipment required to landscape all areas as indicated on the landscape drawings. Work in this Section includes, installation of trees, shrubs, perennials, annuals, ornamental grasses, sodding of lawns, installation of mulch materials and mitigation of areas damaged by construction activities performed under this contract. A. Section Includes Installation of trees, shrubs, ornamental grasses, perennials, annuals, turf, seeding, installation of mulch materials and mitigation of areas damaged by construction activities performed under this contract. B. Owner Furnished Items None C. Permits 1. Contractor will be responsible for obtaining all necessary permits required for installation of landscape and irrigation. 2. Contractor shall know, understand, and comply with all watering restrictions. 3. Permits may be necessary if restrictions are in effect. 1.02 REFERENCES A. Refer to Drawings and general provisions of the Contract, including General and Supplementary Conditions. B. Refer to Section on Fine Grading and Soil Preparation C. Refer to Section on Sodding D. Refer to Section on Seeding 1.03 DEFINITIONS A. Subgrade: The final elevation of material supporting additional material above it. B. Finished Grade: The final elevation of the upper most surface material. (sod shall be top of thatch layer.) Eagle County Regional Airport Section 329000-110 Gypsum Colorado General Landscape ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 1.04 SUBMITTALS A. Product Data Submit product data sheets for each of the following items. Submittals must be made prior to commencing any activities. 1. Compost 2. Seed B. Samples Submit physical samples of each of the following materials for approval. All samples shall be submitted in a one quart, clear, plastic bag (Ziploc type) or appropriate container. Submittals must be made prior to commencing any activities. All samples shall be clearly labeled with the following information. 1. Project Name 2. Material name as shown on plans and specifications 3. Supplier or distributor’s name 4. Supplier or distributor’s product name and/or order number 5. Required samples are as follows (a) Rock Mulch (b) Compost C. Supplier list A single list of all material suppliers for plant material, and all related landscape and irrigation materials to complete the Work in this section and related sections. List must be submitted prior to commencing any activities. D. Construction Schedule Prior to beginning installation of the landscape, the Contractor is to submit a Project construction schedule to the Owner’s Representative for approval. The schedule should include the areas and types of construction to be undertaken and the sequence which will be used to accomplish the completion of the Project. Schedule must be submitted prior to commencing any activities. E. Certificates for Inspections of Materials 1. All State, Federal, or other inspection certificates shall be submitted to the Owner’s Representative prior to acceptance of the plant material along with other information showing the source or origin. 2. Current grower or nursery certifications indicating that all Contractor supplied plant material is healthy, vigorous, and free from insect pests, plant diseases, and injuries F. Contract Closeout Submittals 1. Operation and Maintenance Manuals At the completion of the Work, furnish three (3) copies of written maintenance instructions to the Owner’s Representative for maintenance and care of the landscaping. Instructions shall include directions for irrigation, weeding, pruning, fertilization, and spraying, as required for continuance of proper maintenance through a full growing season and dormant period. Contractor shall also furnish three (3) copies of operation manuals for all equipment, provided by the Contractor. Eagle County Regional Airport Section 329000-111 Gypsum Colorado General Landscape ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 2. Guarantee and Warranty For Final Completion furnish written guarantee, and warranty, to the Owner based on the requirements of this section. 1.05 QUALITY ASSURANCE A. Reference Standards 1. U.S. Department of Agriculture Rules and Regulations under the Federal Seed Act and equal in quality to standards for Certified Seed. 2. Requirements for measurements, grading, branching, quality, and the balling and burlapping of plants listed in the plant list shall follow the current issue of American Standard for Nursery Stock issued by the American Association of Nurserymen, Inc. (ANSI-Z 60.1-1990) 3. Plants shall equal or exceed the measurements specified in the plant list, which are minimum acceptable sizes. Plants shall be measured before pruning with branches in normal position. Any necessary pruning shall be done at the time of planting. B. Quality of Materials 1. All materials shall be subject to inspection and approval. The Owner’s Representative reserves the right to reject at any time or place, prior to acceptance, the Work and all materials which in the Owner’s Representative's opinion fails to meet these specification requirements. 2. Inspection is primarily for quality, however, other requirements are not waived even though visual inspection results in approval. Materials may be inspected where growing but inspection at the place of growth shall not preclude the right of rejection at the site. Inspection may be made periodically during installation of materials, at completion, and at the end of guarantee periods by the Owner’s Representative. Plants shall have a habit of growth that is normal for the species. They shall be healthy, vigorous, and free from insect pests, plant diseases, and injuries. All plant material shall be inspected stock conforming to all State and Federal Regulations. 3. Plant material shall not exhibit signs of accelerated growth. C. Vandalism The Contractor will not be responsible for malicious destruction of plantings after final acceptance of the Project. He will, however, be responsible for replacement of vandalized materials stored but not yet installed, and vandalized material prior to final acceptance. All cases of vandalism shall be promptly reported to the Owner. The Contractor shall inform the Owner in writing if additional protection must be installed to protect the landscaping from damage after installation. 1.06 DELIVERY, STORAGE, AND HANDLING A. Packing and Shipping 1. Deliver fertilizer to site in original unopened containers bearing the manufacturer's guaranteed chemical analysis, name, trade name, trademark, and conformance to State law. Notify Owner’s Representative of delivery schedule in advance so material may be inspected upon arrival at the job site. 2. Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at the site. Provide copies of delivery receipts for materials to be incorporated into the construction to the Owner’s Representative as the deliveries are made. Materials to be accounted for include: fertilizers, soil amendments, peat moss, manure, grass seed, plant tabs, and mulches. 3. Plants shall be containerized with limbs bound, properly wrapped and prepared for shipping in accordance with recognized standard practice. The root system shall be kept moist and plants Eagle County Regional Airport Section 329000-112 Gypsum Colorado General Landscape ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 shall be protected from adverse conditions due to climate and transportation, between the time they are dug and actual planting. 4. Each plant shall be identified by means of a grower's label affixed to the plant. The grower's label shall give the data necessary to indicate conformance to specifications. Use durable waterproof labels with water resistant ink which will remain legible for at least 60 days. Notify the Owner’s Representative prior to delivery of plant materials to the site so that a pre-planting inspection may be made or indicate delivery schedule in advance so plant material may be inspected upon arrival at job site, whichever is more appropriate. 5. Do not drop plants. Do not lift plants by the trunk, stems, or foliage. The ball of the plant shall be natural, and the plant shall be handled by the ball at all times. All plants shall be protected at all times from drying out or other injury. Minor broken and damaged roots shall be pruned before planting. B. Acceptance at Site 1. Remove unacceptable plant material immediately from job site. 2. Major damage shall be cause for rejection. 3. No balled or burlapped plant shall be accepted if the ball is broken or the trunk is loose in the ball, or trees are handled roughly. C. Storage and Protection 1. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than four (4) hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist by setting balled stock on ground and cover ball with soil, peat moss, or other acceptable mulch material. 2. Keep root balls moist at all times. Do not allow root balls to dry out. 3. Protect all existing and newly planted trees, shrubs, and groundcover within the areas of construction and related excavation as herein specified. Provide suitable barricades and/or fences as required. 1.07 PROJECT/SITE CONDITIONS A. The Contractor must examine the subgrade upon which Work is to be performed, verify subgrade elevations, observe the conditions under which Work is to be performed, verify suitability of the soil and notify the Owner’s Representative in writing of unsatisfactory conditions. Do not proceed with the Work until unsatisfactory conditions have been corrected in a manner acceptable to the Owner’s Representative. Commencement of Work shall mean acceptance of the site conditions. B. Existing Conditions 1. The Contractor shall Work with the site in its current state and be responsible for bringing areas up to grade. 2. Utilities Determine location of underground utilities and perform Work in a manner which will avoid possible damage. Do not permit heavy equipment such as trucks, rollers, or bulldozers to damage utilities. Hand excavate when called for to minimize the possibility of damage to underground utilities. Maintain grade stakes set by others until removal is mutually agreed upon by all parties concerned. Any damage to utilities that may result in spite of protective measures must be completely corrected and repaired by the Contractor at no additional cost to the Owner. 1.08 SEQUENCING & SCHEDULING A. Planting Schedule Eagle County Regional Airport Section 329000-113 Gypsum Colorado General Landscape ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 Schedule each type of landscape Work required during the normal season for such Work in the area of the site. Establish dates for each type of Work and establish a completion date. Correlate Work with specified maintenance periods to provide maintenance until accepted by the Owner. Do not depart from the accepted schedule, except with written authorization. Submit request to the Owner’s Representative for changes in the planting schedule. When delays in the planting schedule are unavoidable, include documentation of the reason for delay. Plant trees and shrubs during normal season for such Work in the location of the Project. B. Coordination With Lawns Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to the Owner’s Representative. If planting of trees and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. 1.09 WARRANTY & GUARANTY A. Guarantee trees, shrubs, groundcovers and all plant material for a period of one year from the date of substantial completion against defects not resulting from neglect of Owner, or abuse and damage by others. B. For a period of one year after acceptance of Work, at no additional cost to the Owner, the Contractor is to replace any plants that are dead, or that are in unhealthy or unsightly condition, or have lost their natural shape due to dead branches or excessive pruning. Inadequate maintenance by the Owner shall not be cause for replacement. All replacement planting is to be done no later than the succeeding season. C. Replacement plants shall be of the same variety and size or larger as originally specified in the plant list. Plants shall be planted as originally specified. All areas damaged by planting or replacement operations shall be fully restored to their original condition as specified. Remove all dead or defective plant material from the site immediately. D. A one year warranty shall also apply to the plants replaced at the first warranty walk-through (which occurs one year after substantial completion). 1.10 MAINTENANCE A. Begin interim maintenance period immediately after planting of landscape materials, and after planting of lawn areas, and continue interim maintenance until landscape Work is deemed substantially complete and accepted by the Owner or Owner’s Representative. B. The maintenance period, as specified on the Bid Form, will commence when all areas have received substantial completion. Large or phased Projects may require adjustments to this date. This can be negotiated with the Owner and Owner’s Representative after installation has begun. C. Meet with the Owner prior to final acceptance, and prior to the termination of the maintenance period, to go over maintenance requirements of the Project. Note that information conveyed to the Owner shall be consistent with the maintenance instructions provided by the Contractor, as part of the contract close out submittals. Eagle County Regional Airport Section 329000-114 Gypsum Colorado General Landscape ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 PART 2 - PRODUCTS 2.01 MATERIALS A. Mulch See Plans. B. Stakes and Guys 1. Stakes - 2’ metal t-posts, 6’ wood posts, or 6’ metal t-posts 2. Guys - 12 gauge galvanized steel wire 3. Nylon straps - 1 1/2", with metal grommet ends. 4. ¾” White, PVC pipe, 24” lengths. C. Tree Wrapping Clark’s Tree Wrap, 4” wide, designed to prevent winter bark injury. Secure with flexible grafting ties. D. Trees, Shrubs, Ornamental Grasses, and Flowers 1. Provide nursery grown trees, shrubs, ornamental grasses, and flowers except as otherwise indicated, grown in a recognized nursery in accordance with good horticultural practice, with healthy root systems developed by transplanting or root pruning. Provide only healthy vigorous stock, free of diseases, insects, eggs, larvae, and defects such as knots, sunscald, injuries, abrasions, or disfigurement. Plants grown in Hardiness Zones 2,3,4, and 5 only, will be accepted. Hardiness Zones are defined in U.S. Department of Agriculture publications. Grower's certificates may be required when doubt exists as to the origin of the plant material. 2. Provide trees, shrubs, ornamental grasses, and flowers true to name and variety established by the American Joint Committee on Horticultural Nomenclature "Standardized Plant Names", Second Edition, 1942. 3. Provide trees, shrubs, ornamental grasses, and flowers of the size shown or specified in the plant list and in accordance with the dimensional relationship requirements of ANSI Z60.1 for the kind and type of plant material required. Plant material of larger than specified size may be used, in which case the sizes of the root balls will be increased proportionately. 4. Label each tree and shrub with a securely attached waterproof tag bearing legible designation of botanical and common name and size. 5. Where formal arrangements or consecutive order of plants are shown, select stock for uniform height and spread, and label with numbers (if necessary) to assure symmetry in planting. 6. Provide plant material complying with the recommendations and requirements of ANSI Z60.1 "Standard For Nursery Stock" and as further specified. E. Deciduous Trees 1. Provide trees of the height and caliper listed or shown. 2. Where shade trees are required, provide single stem trees with straight trunk and intact leader, free of branches to a point. 3. Where small trees of upright or spreading type are required, provide trees with single stem, branched or pruned naturally according to species and type, and with the relationship of caliper and branching recommended by ANSI Z60.1, unless otherwise shown. 4. Where shown as "bush form" provide trees with 3 or more main stems starting close to the ground in the manner of a shrub. 5. Where shown as a "clump form" provide trees with 3 or more stem starting from the ground. 6. Provide balled and burlapped deciduous trees unless noted as container plants. Balled and burlapped plants shall be dug with firm, natural balls of earth of the diameter specified or Eagle County Regional Airport Section 329000-115 Gypsum Colorado General Landscape ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 larger, to encompass the fibrous and feeding root system necessary for full recovery of the plant. No balled or burlapped plant shall be accepted if the ball is broken or the trunk is loose in the ball. F. Deciduous Shrubs and Groundcovers 1. Provide deciduous shrubs with not less than the minimum number of canes required by ANSI Z60.1 for the type and height of shrub specified. 2. Plants furnished in containers shall have been grown in pots, cans, or baskets long enough to have sufficient roots to hold earth together intact after removal from container, without being root bound. G. Coniferous and Broadleaf Evergreens 1. Provide evergreens of the size shown. Dimension indicates minimum spread for spreading and semi-spreading type evergreens and height for all other types such as globe, dwarf, cone, pyramidal, broad- up-right, and columnar. 2. Provide evergreens with well balanced form complying with requirements for other size relationships to the primary dimension shown. 3. Trees shall exhibit consistent growth periods, and shall not exhibit signs of accelerated growth. 4. Provide balled and burlapped evergreen trees unless otherwise noted as container or collected stock. 5. Foliage shall have a good intense color. 6. Trees shall contain a central dominant leader with evenly spaced branches. Plants containing multiple central leaders will be rejected. H. Requirements for Balled and Burlapped Stock: 1. Where shown or specified to be balled and burlapped, provide trees and shrubs dug with a firm, natural ball of earth in which they were grown. 2. Provide ball size of not less than the diameter and depth recommended by ANSI Z60.1 for the type and size of tree or shrub required. Increase ball size or modify ratio of depth to diameter as required to encompass the fibrous and feeding root system necessary for full recovery of trees or shrubs subject to unusual or atypical conditions of growth, soil conditions, or horticultural practice. 3. Wrap and tie earth ball as recommended by ANSI Z60.1 for the size of balls required. Drum- lace balls with a diameter of thirty inches (30") or greater. I. Requirements for Container Grown Stock 1. Where specified as acceptable, provide healthy, vigorous well rooted shrubs or ornamental grasses established in the container in which they are sold. 2. No bare rooted or recently containerized stock will be accepted. 3. Established container stock is defined as a tree or shrub transplanted into a container and grown in the container for a length of time sufficient to develop new fibrous roots so that the root mass will retain it's shape and hold together when removed from the container. 4. Use rigid container which will hold ball shape and protect root mass during shipment. 5. Provide trees and shrubs established in containers of not less than the minimum sizes recommended by ANSI Z60.1 for the kind, type, and size of trees and shrubs required. 6. Perennials and ornamental grasses provided in containers shall have well developed root masses (without being root bound) and should display an appropriate amount of foliage for the time of year in which they are being planted. Cutting back of perennials and grasses for fall planting is acceptable assuming a portion of the plant is visible and cutting does not damage the growing portions of the plant. Eagle County Regional Airport Section 329000-116 Gypsum Colorado General Landscape ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 PART 3 - EXECUTION 3.01 EXAMINATION Contractor shall inspect the site with the Owner and/or Owner’s Representative prior to beginning any activities on site. The Contractor shall provide a written report of any discrepancies that would interfere with their scope of Work, or would delay progress on the Project. 3.02 INSTALLATION/APPLICATION/ERECTION A. Proceed with and complete the landscape Work as rapidly as portions of the site become available, Working within the seasonal limitations for each kind of landscape Work required. B. Cooperate with any other Contractors and trades which may be Working in and adjacent to the landscape Work areas. Examine drawings which show the development of the entire site and become familiar with the scope of all Work required. C. Final Plant Locations 1. Stake location of individual trees, for approval by Owner’s Representative, prior to planting or excavating. 2. If a new tree or shrub relocation is necessary due to interference with underground piping or wiring, the Contractor shall notify the Owner’s Representative and receive approval of a new location. 3. The Owner’s Representative must approve the precise location of all plants prior to pit excavation and installation. 4. Make minor adjustments as requested by the Owner’s Representative, or as necessary to avoid conflicts with sprinkler line locations. D. Excavation For Planting 1. Where rubble fill is encountered, notify Owner’s Representative and prepare planting pits properly by removal of rubble or other acceptable methods. 2. If rock, underground construction Work, or other obstructions are encountered in excavation for planting of trees or shrubs, notify the Owner’s Representative. If necessary, new locations may be selected by the Owner’s Representative. 3. If subsoil conditions indicate the retention of water in planting areas, as shown by seepage or other evidence indication the presence of underground water, notify the Owner’s Representative before backfilling. 4. Tree pits shall be dug with flat bottoms and vertical sides. Tree pits shall be dug with radius equal the diameter of the root ball. All tree pits shall have a minimum depth to accommodate root ball. 5. The Contractor will be responsible for demonstrating to the Owner’s Representative's that planting pits will have adequate drainage. This shall be performed by digging sample holes throughout the site and filling them with water. Holes must drain with in twenty four hours to be acceptable. Pits that do not drain shall be provided with twelve inch (12") diameter X thirty six inch (36") deep auger holes (one per tree pit) to be filled with 1 1/2" gravel. A change order will be issued if the Owner’s Representative determines drain holes shall be installed. E. Setting and Backfilling 1. Set container grown stock, excavate as specified for balled and burlapped stock except container width and depth shall govern. Pit shall be at least twice as wide as the container. 2. Set tree ball, plumb and in the center of pit or trench with top of ball 2", minimum, above adjacent landscape grades. Remove burlap from sides and tops of balls, but do not remove from under balls. Remove platforms, if any, before setting. Do not use stock if ball is cracked, or broken before or during planting operation. When setting place additional backfill around base and sides of ball, and Work each layer to settle backfill and eliminate voids and air Eagle County Regional Airport Section 329000-117 Gypsum Colorado General Landscape ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 pockets. When excavation is approximately 2/3 full, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of backfill. 3. No burlap shall be pulled out from under balls. 4. A minimum of three-quarters of the wire basket and surplus nylon or binding shall be completely removed, taking care not to damage the root ball. Any roots which are bruised or broken shall be pruned at the time of planting. 5. After planting, the Contractor shall water each plant regularly until final acceptance. 6. Set container grown stock as specified for balled and burlapped stock, except cut cans on 2 sides with a metal cutter, and remove bottoms of wooden boxes before setting. Carefully remove cans and sides of wooden boxes after partial backfilling so as not to damage root balls. 7. For plantings in non-turf areas, provide berm around the edge of excavations to form shallow saucer to collect water and to hold mulch. F. Mulching 1. Fine grade all planting beds to be mulched allowing for full depth of specified mulch. 2. Place specified mulch evenly over all areas at depth indicated on plans. 3. Rake and feather finish grade of mulch level and 1/2" below adjacent edger surfaces. 4. Make sure mulch is at full depth at adjacent walks and paved surfaces and that mulch doesn't protrude above these surfaces. 5. Mulch a 36" diameter ring around all trees in turf areas with specified depth of wood mulch, after irrigation areas have been watered in. 6. All trees and shrubs in native areas are to have a mulch ring equal to the diameter of the planting pit. Mulch shall be a uniform three inches in depth. Do not remove saucer (or berm) around plants in native areas when mulching. G. Pruning 1. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune trees to retain required height and spread. 2. Do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. 3. Prune shrubs to retain their natural character and shape, and to accomplish their use in the landscape design. 4. Required shrub sizes are the size after pruning. 5. Remove and replace excessively pruned or deformed stock resulting from improper pruning. H. Guying and Staking 1. Deciduous guying system Pound stakes into undisturbed soil beyond the planting pit so that stake is secure (2' deep minimum). Secure wire through metal grommets on nylon strap and wrap above first branch or at mid-point of tree. Secure guy wire to stake so that it is taut but allows some movement and so that no sharp projection of wire are extending from post. Adjust tension on wire if needed. Flag guy wire with 3/4" PVC pipe for visibility. 2. Conifer guying system Pound stakes into undisturbed soil beyond the planting pit sot that stake is secure (2' deep min.), angling away from planting pit and so that top is flush with finish grade. Secure wire through metal grommets on canvas strap and wrap at mid point of tree. Secure guy wire to stake so that it is taut but not overly tight and so that no sharp Eagle County Regional Airport Section 329000-118 Gypsum Colorado General Landscape ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 projection of wire are extending from post. Adjust tension on wire if needed. Flag guy wire with 3/4" PVC for visibility. 3.03 FIELD QUALITY CONTROL A. When all the landscape Work is completed, the Owner’s Representative, shall upon seven (7) calendar days advance notice, make an inspection of the landscape Work to determine if the Work is complete. The Owner’s Representative shall prepare a punch list of items improperly installed, inadequately sized or otherwise deficient based on the findings of his inspection. The punch list shall be completed not more than seven (7) Working days after the field inspection. When the Contractor has remedied all deficiencies and completed all items on the punch list, the Contractor shall request another inspection by the Owner’s Representative to determine whether the deficiencies have been adequately corrected. Once the punch list items have been corrected and re-inspected, the Owner’s Representative shall issue a written certificate to the Owner who will then respond to the Contractor in writing formally accepting the Work and beginning the warranty and guarantee period. B. Additional landscape inspections shall be conducted upon request by the Owner’s Representative, to determine the condition of the Work at the completion of the guarantee period. C. The required maintenance instructions shall be forwarded to the Owner’s Representative prior to the final acceptance to inform the Owner of any maintenance responsibilities that would be required for the Project. 3.04 ADJUSTING AND CLEANING A. During landscape Work, store materials and equipment where directed. B. Keep pavements clean and Work areas in an orderly condition. C. Protect landscape Work from loss, damage, and deterioration during storage, installation, and maintenance periods. D. Protect from unauthorized persons (trespassers), as well as from operations by other Contractors and tradesmen and landscape operations. E. At the time of the final inspection of the Work and before the issuance of Final Acceptance, all paved areas shall be thoroughly cleaned by the Contractor by sweeping, and washing. All construction equipment and excess materials shall have been removed and any debris or rubbish shall have been removed from the site. END OF SECTION Eagle County Regional Airport Section 329113-119 Gypsum Colorado Soil Preparation ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 329113 SOIL PREPARATION PART 1 - GENERAL 1.01 SUMMARY Work in this Section includes, ripping, fertilizing, soil conditioning, and fine grading as shown on plans and details, included on construction drawings, as under this contract. 1.02 SUBMITTALS Submit product data sheet for compost. 1.03 DELIVERY, STORAGE AND HANDLING Comply with related sections 1.04 PROJECT/SITE CONDITIONS A. Do not perform Work when climate and existing site conditions will not provide satisfactory results. B. Vehicular accessibility on site shall be as directed by the Owner’s Representative. Repair damage to prepared ground and surface caused by vehicular movement during Work under this section to original condition at no additional cost to the Owner. PART 2 - PRODUCTS 2.01 MATERIALS A. Compost 1. A totally organic product that has been aerobically and naturally processed without the addition of coarse wood chips, in such a manner as to maintain a consistent temperature of 140 degrees Fahrenheit or greater for a period of time sufficient to create the following characteristics, measured by dry weight. (a) Moisture content of 30%-35% (b) Organic matter to nitrogen ratio: 25:1 to 30:1. (c) pH: 6.0 to 8.0 pH. (d) Salts: maximum of 10 mmhos/cm. (e) Less than 1% soil, dirt or sand. (f) Maximum particle size of ½ inch diameter. (g) Eradication of all harmful weed seeds, pathogens and bacteria. (h) A non-offensive, earth smell. 2. Acceptable materials are as follows. (a) A-1 Organics - Premium 3 (b) Front Range Materials (Arvada, Colorado, 303-425-9992)– Ground Compost (Item #18- 126) (c) Certified “Class I” compost product B. Plant Mix Backfill for Trees 1. Plant mix shall be used to backfill around all tree plantings as indicated on the drawings. The plant mix shall consist of equal parts of (a) Topsoil (b) Compost (c) Excavated soil Eagle County Regional Airport Section 329113-120 Gypsum Colorado Soil Preparation ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 (d) Myke Pro AN1 (www.usemyke.com) at the manufacturer’s recommended rate for the tree’s size/caliper Caliper / Height Myke Pro Cups Each 1.5 in (40 mm) 2 2.0 in (50 mm) 3 2.5 in (65 mm) 4 3.0 in (75 mm) 5 4.0 in (100 mm) 6 4.5 in (115 mm) 7.5 4' 1.75 5' 2 6' 3 7' 3.5 8' 4 10' 5 12' 6 14' 7.5 2. The ingredients shall be thoroughly mixed to produce a mix as integrated as possible. C. Bluegrass sod and irrigated bluegrass seed area amendments Thoroughly mix the following amendments tilled to a depth of six inches. Specified Compost 4.0 c.y. per 1,000 s.f. D. Naturalized seed areas 1. All seed areas shall receive “Biosol 6-1-3” organic fertilizer at the time of seeding at a rate of 1,000 pounds per acre. If soils test identify more or less fertilizer required, the Contractor will be expected to submit a change order to adjust the contract price for a credit or overage. 2. Specified Compost 2.0 c.y. per 1,000 s.f. 3. Thoroughly mix till the areas to a depth of six inches. E. Planting Bed Amendments Thoroughly mix the following amendments tilled to a depth of six inches. No additional backfill amendments are required around shrubs if amending the entire bed area. Specified Compost 4.0 c.y. per 1,000 s.f. Diammonium Phosphate 5.0 lbs. per 1,000 s.f. Pre-emergent Weed Controller use manufacturer’s specified rate 2.02 SOURCE QUALITY CONTROL A. Verification of Performance 1. Compost and other soil amendments are typically identified by a rate of cubic yards per 1000 s.f. In order to accurately determine if amendments are applied at the correct rate, the following chart is supplied. This chart is intended to verify the cubic yards by allowing a method for measuring the depth of the material spread uniformly across the surface of the planting area, with no exposed soil, prior to mixing the amendments with the existing soils. Eagle County Regional Airport Section 329113-121 Gypsum Colorado Soil Preparation ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 2. This method will be used during inspections to verify that adequate amendments are incorporated into the soil. c.y./1000 s.f. Depth (inches) 3 c.y./1000 s.f. 1 inch 5.0 c.y./1000 s.f. 1 ½ inches 3. An inspection of soil preparation will be performed by the Owner’s Representative before areas will be released for planting. The inspection shall consist taking a soil sample to determine (a) Proper tilling of the soil. Soil will be judged on how easily a soil probe can be inserted into the ground. (b) Proper depth of tilling, and homogeneity of the soil. The soil sample will be judged on uniformity of the soil profile in the top six to eight inches. (c) A visual inspection for adequate compost will be conducted. An area that has similar soil structures, that has not received compost will be used as the basis of comparison. Should a disagreement exist, multiple soil samples will be sent to an independent testing laboratory to determine the amount of organic matter present. The cost of this testing will be absorbed by the Owner’s Representative. PART 3 - EXECUTION 3.01 EXAMINATION A. General 1. Verify that existing site conditions are as specified and indicated before beginning Work under this Section. 2. Unknown soil conditions may exist on site. This specification is intended to be a standard specification for Soil Preparation for Bid purposes only. The Contractor shall be responsible for creating a suitable soil medium that ensures healthy plant growth. Immediately following rough grading operations, the Contractor shall take multiple soil samples of the site to identify any chemical, structural, or other soil borne issues that would make the soil counterproductive to healthy plant growth. This analysis shall include recommendations for additional organic matter required for the soil. Should amendments or additional Work be required to make these soils more conducive to healthy plant growth, the Contractors shall submit a change order for the modification 30 days prior to start of landscape installation for Owner’s Approval. The change order request shall clearly detail any additional Work or amendments necessary for those unacceptable soils. B. Grades Inspect to verify rough grading is within +0.1 foot of grades indicated and specified. C. Damaged Earth Inspect to verify that earth rendered unfit to receive planting due to concrete, water, mortar, limewater or any other contaminant dumped on it has been removed and replaced with clean earth from a source approved by the Owner’s Representative. D. Cleanliness Inspect to verify that site is clean of all trash and debris. E. Equipment Inspect to verify other trades have removed all equipment and staging areas from areas of Work. Eagle County Regional Airport Section 329113-122 Gypsum Colorado Soil Preparation ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 F. Unsatisfactory Conditions Report in writing to General Contractor with copy to Owner. G. Acceptance Beginning of installation means acceptance of existing conditions by installer. 3.02 PREPARATION A. Protection 1. Locate sewer, water, irrigation, gas, electric, phone and other pipelines or conduits and equipment prior to commencing Work. 2. Be responsible for proper repair to landscape, utilities, walls, pavements and other site improvements damaged by operations under this section. B. Weed Control 1. Remove weeds by applying herbicide 1 week before soil preparation and as needed, but no sooner than 3 months before beginning Work. 2. If the area to be developed is infested with noxious or invasive weeds, a chemical application will be required, at a rate recommended on the chemical’s product label. 3. The Contractor shall remove all weeds prior to tilling or spreading any soil amendments. All dead plant material shall be removed from the site and not tilled into the soil. C. Surface Grade Remove weeds, debris, clods and rocks larger than ½". Dispose of accumulated debris at direction of Owner or Owner’s Representative. D. Runoff Take measures and furnish equipment and labor necessary to control the flow, drainage, and accumulation of water. Insure that all water will run off the grades. E. Erosion Control 1. Take measures and furnish equipment and labor necessary to control and prevent soil erosion, blowing soil and accumulation of wind-deposited material on the site throughout duration of Work. 2. No areas of the site may remain unprotected for more than 30 days, or as directed by the storm water management plan. 3. The Contractor shall assume maintenance and management responsibilities for erosion control in an area upon commencement of activities in that area. Erosion control practices must be compliant with Douglas County, the GESC plan, and any Storm Water Management Plans/Programs in place. 4. The Contractor will be expected to begin repair to damaged erosion control devices, siltation, wash outs, etc. within twenty four hours of a storm event or upon notification by the Owner’s Representative. 3.03 INSTALLATION A. Soil Amendment Evenly distribute soil amendments, conditioners, and fertilizer, and first application of fertilizer in landscaped areas at the rates outlined in Part 2.01 of this Section. Eagle County Regional Airport Section 329113-123 Gypsum Colorado Soil Preparation ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 B. Mixing After applying soil conditioner, fertilizers, and compost thoroughly till area to depth of 6" minimum by tilling, plowing, harrowing, or disking until soil is well pulverized and thoroughly mixed. C. Fine Grading in all Landscape Areas: 1. Do fine grading for areas prior to planting. 2. For ground surface areas surrounding buildings to be landscaped, maintain required positive drainage away from buildings. 3. Establish finish grades to within 0.04 foot of grades indicated. 4. Fine grading must be inspected and approved by Owner’s Representative. 5. Any damage caused by inclement weather, to finish grades before inspection, will be repaired by the Contractor, prior to acceptance by Owner’s Representative. 6. Sodded areas - Allow 1" for sod. D. Noxious weeds or parts thereof shall not be present in the surface grade prior to landscaping. E. Prior to acceptance of grades, hand rake to smooth, even surface free of debris, clods, rocks, and vegetable matter greater than ½". 3.04 FIELD QUALITY CONTROL A. Inspection 1. Provide notice to Owner’s Representative requesting inspection at least seven (7) calendar days prior to anticipated date of completion. 2. The following required inspections will be conducted to ensure proper preparation of soil, prior to planting. (a) During, or after, the first cultivation (b) After the application of specified soil amendments. (c) During, or after, the second cultivation (d) After the final grades have been established B. Deficiencies Owner’s Representative will specify deficiencies to Contractor who shall make satisfactory adjustments and shall again notify Owner’s Representative for final inspection. 3.05 CLEANING Remove debris and excess materials from site. Clean out drainage inlet structures. Clean paved and finished surfaces soiled as a result of Work under this Section, in accordance with direction given by Owner’s Representative. 3.06 PROTECTION Provide and install barriers as required and as directed by Owner’s Representative to protect completed areas against damage from pedestrian and vehicular traffic until acceptance by Owner. Contractor is not responsible for malicious destruction caused by Others. END OF SECTION Eagle County Regional Airport Section 32 9219-125 Gypsum Colorado Seeding ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 329219 SEEDING PART 1 - GENERAL 1.01 SUMMARY A. The Contractor shall supply all material and labor necessary for seeding of irrigated seed mix, dryland grasses, non-irrigated seed mix, and wetland seeding, in areas shown on plans. B. The Contractor will be expected to produce a lush stand of grasses by the end of the second full growing season. 1.02 REFERENCES A. Reference Standards: Comply with U.S. Department of Agriculture Rules and Regulations under Federal Seed Act and be equal in quality to standards for Certified Seed. B. Refer to General Landscape Section C. Refer to Landscape Maintenance Section D. Refer to Fine Grading and Soil Preparation Section. 1.03 SYSTEM DESCRIPTION A. Performance Requirements 1. Irrigated Seed Areas This includes all areas within the limits of Work that are recently planted and irrigated. Contractor should monitor these areas on a regular basis for the presence of weeds. Areas will require individual attention and separate maintenance schedules, thus the Contractor is responsible for developing and sustaining a weed-free, lush stand of specified grasses. Chemical, mechanical, or manual methods should be implemented to prevent the spread of weeds. Mowing is the preferred method to help establish newly seeded areas. Contractor will be expected to re-seed or over-seed areas as bare spots develop. Bare spots should not exceed 8 inches square by the end of the first full growing season. 2. Non-irrigated Seeded Areas This includes all areas within the limits of Work that are recently seeded, and do not receive supplemental watering. Contractor should monitor these areas on a regular basis for the presence of weeds. Areas will require individual attention and separate maintenance schedules, thus the Contractor is responsible for developing and sustaining a weed-free, lush stand of dryland grasses. Chemical, mechanical, or manual methods should be implemented to prevent the spread of weeds. Mowing is the preferred method to help establish newly seeded areas. Contractor will be expected to re-seed or over-seed areas as bare spots develop. Bare spots should not exceed 12 inches square by the end of the first full growing season. 1.04 SUBMITTALS Refer to submittals in General Landscape Section. 1.05 PROJECT/SITE CONDITIONS A. Existing Conditions Vehicular accessibility on site shall be as directed by Owner’s representative. Repair damage to prepared ground and surfaces caused by vehicular movement during Work under this section to original condition at no additional cost to Owner. Eagle County Regional Airport Section 32 9219-126 Gypsum Colorado Seeding ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 B. Environmental Conditions Do not drill or sow seed during windy weather or when ground is frozen or otherwise un- tillable. 1.06 WARRANTY For Final Completion furnish written warranty to Owner based upon requirements as specified. 1.07 MAINTENANCE The interim maintenance period shall begin immediately after each area is seeded and continue until substantial completion of entire Project. Final acceptance of seeded areas will not be given until Owner’s representative is satisfied with germination and a full stand of grass is in a vigorous growing condition, with consistency and completion of coverage. During this time, be responsible for watering, mowing, spraying, weeding fertilizing and all related Work as necessary to ensure that seeded areas are in a vigorous growing condition. Provide all supervision, labor, material and equipment to maintain seeded areas. PART 2 - PRODUCTS 2.01 MATERIALS A. Seed Mix Refer to plans for seed mixture B. Seeding Rate Refer to plans for drilled seed, seeding rate. C. Fertilizer Biosol All-Purpose Natural Organic Fertilizer 6-1-3 mixture; www.biosolusa.com D. Hydromulch Sterilized, wood fiber made from mechanically defibrated whole wood chips, colored green with a non-toxic dye. Cellulose or paper mulches will not be accepted. E. Tackifier - Non-toxic, organic, starch based, tackifier agent. Approved manufacturers are as follows 1. Rantec – “Supertac” or “R-Tack” products’ www.ranteccorp.com 2. Chemstar – “Star Tak 600” product; www.chemstar.com 2.02 SOURCE QUALITY CONTROL A. Inspection 1. Primarily for quality; however, other requirements are not waived even though visual inspection results in acceptance. 2. Inspection will be made periodically during seeding, at completion and at end of warranty period by Owner’s representative. 3. Seed material is subject to inspection and acceptance. Owner’s representative reserves the right to reject at any time or place prior to acceptance, any Work and seed which in Owner’s representative's opinion fails to meet specification requirements. B. Testing Requirements 1. Seed and seed labels shall conform to current State and Federal regulations and be subject to testing provisions of the Association of Official Seed Analysis. 2. The Owner’s Representative may require tests of seed verification at the Contractor’s expense. Eagle County Regional Airport Section 32 9219-127 Gypsum Colorado Seeding ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions are as specified and indicated before beginning Work under this section. B. Layout Verify layout of seeding areas as indicated prior to starting seeding operations. C. Grades Inspect to verify that rough grading is within 0.1 foot of grades specified and indicated. D. Unsatisfactory Conditions Report in writing to General Contractor with a copy to the Owner’s representative. E. Acceptance Beginning of installation means acceptance of existing conditions by this Contractor. 3.02 PREPARATION A. Protection 1. Be responsible for proper repair to landscape, utilities, fences, pavements and other site improvements damaged by operations under this Section. 2. Pay for repairs made by Contractor(s) designated by Owner. 3. Identify prepared seeding areas requiring protection and erect barriers for proper protection and traffic control. B. Erosion Control Take measures and furnish equipment and labor necessary to control and prevent soil erosion, blowing soil and accumulation of wind-deposited materials on the site throughout the duration of Work. C. Seeding Areas Remove weeds, debris and rocks larger than ½" which may binder seeding or subsequent operations. Dispose of accumulated debris at direction of Owner’s representative. D. Fine Grading Perform as required to maintain positive drainage, prevent ponding and direct run-off into catch basins, drainage structures, etc. and as required to provide smooth well-contoured surface prior to proceeding. Tolerance: + 0.04 foot. E. Soil Preparation 1. Soil preparation in all native seed areas is critical to the success and establishment of the plant material. Contractor is to ensure that all areas receive proper and adequate soil preparation. 2. If the area to be developed is infested with noxious or invasive weeds, a chemical application will be required, at a rate recommended on the chemical’s product label. 3.03 SEEDING A. Drill or plant in manner such that after surface is raked and rolled, seed shall have 1/4" of cover. Accomplish seeding by 'Rangeland' type drills. Any furrows left by drill seeding shall be rolled to a smooth surface. Smaller areas inaccessible with a seed drill can be hand broadcast and the seed can be raked into the surface. B. If broadcast seeding is necessary, the seed rate shall be doubled. C. If hydroseeding is necessary, the seed rate specified should be multiplied by four. Eagle County Regional Airport Section 32 9219-128 Gypsum Colorado Seeding ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 D. When using a drill type seeder, the seeder should cover the area twice. The first pass and second passes should be perpendicular to each other. Each pass of the seeder should apply approximately ½ of the required seeding rate. E. On sloped or shaped areas, the first pass of the seeder shall attempt to follow the general contour. F. All seeding shall occur between May 15th and September 15th, unless otherwise approved by the Owner’s Representative. 3.04 RESEEDING Areas shall be reseeded if they exhibit areas greater than the acceptable amounts noted in Part 1 of this Section. Reseeding shall occur continually during the establishment period. 3.05 MULCH A. Utilize hydromulch and tackifier. B. Hydromulch shall be applied at a minimum rate of 2,000 pounds per acre with 3% tackifier. C. Timing Mulch seeded areas immediately after seeding. Areas not mulched within 24 hours after seeding shall be reseeded with the specified seed mix prior to mulching. D. Quality Control Repair and remulch areas improperly mulched or damaged by Contractor's negligence, in specified manner. Mulch removed by circumstances beyond the Contractor's control shall be repaired and remulched as ordered with payment for this corrective Work, when ordered, at the contract prices. 3.06 EROSION CONTROL A. Apply erosion control netting to any area which is vulnerable to soil erosion such as swales or steep slopes.(3:1 or steeper slopes) B. If Contractor fails to net such areas and soil erosion subsequently occurs, Contractor shall re- establish finish grade, soil preparation, seed bed, and apply jute netting at his own expense. C. Erosion Control Netting 1. Roll out in direction of flow after seeding and mulching. 2. Apply material loosely and smoothly on soil surface without stretching and without tenting. 3. Avoid walking directly on seed-bed either before or after material is applied. 3.07 NOTIFICATION AND INSPECTION A. Inspection 1. When germination is complete, and plants are visible, the Contractor shall notify the Owner’s Representative. The inspection will be used to determine if the area is substantially complete and if the warranty period should commence. 2. All washouts, thin, weak, or dead areas should be repaired prior to the inspection. B. Deficiencies Owner’s representative will specify deficiencies to Contractor who shall make satisfactory adjustments and shall again notify Owner’s representative for final inspection. Eagle County Regional Airport Section 32 9219-129 Gypsum Colorado Seeding ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 3.08 CLEANING A. Remove debris and excess materials from site. Clean paved and finished areas soiled as a result from Work under this section, in accordance with direction given by Owner’s representative. Clean out drainage inlet structures. B. Remove mulch, from seeding operations, immediately from fences, structures, walls, trees, shrubs and sod to prevent damage to same. 3.09 PROTECTION Provide and install barriers as required and as directed by Owner’s representative, or as needed to protect seeded areas from damage from pedestrian and vehicular traffic. Contractor is responsible for malicious destruction of seeding caused by others. END OF SECTION Eagle County Regional Airport Section 329223-131 Gypsum Colorado Sodding ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 SECTION 329223 SODDING PART 1 - GENERAL 1.01 SUMMARY Furnish all supervision, labor, material, equipment, transportation, permits and fees, and perform all operations in connection with the installation of sod, where called for in plans and specifications. 1.02 REFERENCES A. Reference Standards: U.S. Department of Agriculture Rules and Regulations under Federal Seed Act and equal in quality to standards for Certified Seed. B. General Landscape Section C. Fine Grading and Soil Preparation Section 1.03 SUBMITTALS Refer to General Landscape Section. 1.04 QUALITY ASSURANCE A. Sod Materials Subject to inspection and acceptance. Owner’s Representative reserves the right to reject at any time or place prior to acceptance, any Work and sod which in the Owner’s Representative's opinion fails to meet these specification requirements. Promptly remove rejected sod from site. B. Inspection 1. Primarily for quality; however, other requirements are not waived even though visual inspection results in acceptance. Notify Owner’s Representative of intended sod farm prior to cutting for inspection. Inspection at growth site shall not preclude the right of rejection at Project site. 2. Inspection will be made periodically during sodding, at completion and at end of warranty period by Owner’s representative. 3. Inspection shall be scheduled prior to sodding. Owner’s Representative will inspect finish grades on which sod will be laid. This inspection does not dismiss the Contractor’s responsibility for creating positive drainage across the landscaped areas. C. Sod Standards 1. General - Healthy, thick turf having undergone a program of regular fertilization, mowing and weed control; free of objectionable weeds; uniform in green color, leaf texture and density; healthy, vigorous root system; inspected and found free of disease, nematodes, pests and pest larvae by the entomologist of the State Department of Agriculture. 2. Each piece of Sod - Sandy-loam soil base that will not break, crumble or tear during sod installation. 3. Thickness – 5/8" minimum root zone thickness. 4. Thatch - Not to exceed ½" uncompressed. 5. Size - Cut in strips 18" wide no more than 24 hours prior to delivery. Eagle County Regional Airport Section 329223-132 Gypsum Colorado Sodding ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 1.05 DELIVERY, STORAGE AND HANDLING A. Packing and Shipping 1. Deliver on sod on pallets properly loaded on vehicles and with root system protected from exposure to sun, wind, and heat in accordance with standard practice and labeled with botanical and common name of each grass species in accordance with Federal Seed Act. 2. Protect sod from dehydration, contamination and heating at all times. Keep stored sod moist and under shade or covered with moistened burlap. 3. Do not drop sod rolls from carts, trucks or pallets. B. Acceptance at Site 1. Material shall be inspected upon arrival at job site. 2. Immediately remove unacceptable material from job site. C. Storage and Protection 1. Do not stack sod more than 2 feet deep. 2. Do not deliver more sod than can be installed within 24 hours. Storage is not recommended. 1.06 PROJECT/SITE CONDITIONS A. Environmental Requirements: Do not install sod on saturated or frozen soil unless otherwise directed by Owner’s Representative. B. Existing Conditions 1. Import and place any fill material required to adjust the fine grade to meet drainage requirements or to match hard surface fine grades, or as indicated on plans (e.g., 1 inch lower than adjacent concrete trails). 2. Vehicular accessibility on site shall be as directed by Owner’s Representative. Repair damage to prepared grounds and surfaces caused by vehicular movement during Work under this section to original condition at no additional cost to Owner. 1.07 WARRANTY A. Warranty sod for a period of one year from date of Substantial Completion be in a healthy, vigorous growing condition. B. During the original warranty period, replace at once sod areas that die due to natural causes, etc., or which in Owner’s representative's opinions are unhealthy. C. Replacement will not be required in any season definitely unfavorable for sodding. D. Install replacements as originally specified and warranted. 1.08 MAINTENANCE The maintenance shall begin immediately after each area is sodded and continue until final acceptance of entire Project. During this time, the Contractor shall, be responsible for watering, mowing, spraying, weeding, aerating, fertilizing, and all related Work as necessary to ensure that sodded areas are in a vigorous growing condition. Furnish all supervision, labor, material and equipment to maintain turf areas. Eagle County Regional Airport Section 329223-133 Gypsum Colorado Sodding ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 1.09 WATERING A. Initially water sod upon completion of convenient Work areas until installation is complete and the irrigation system can be operated under full control. Water sod sufficiently to moisten subsoil at least 4" deep in a manner not to cause erosion or damage to adjacent finished surfaces. Water shall be free of substances harmful to plant growth. Be responsible for furnishing water from underground sprinkler system, quick couplers or other source. B. Contractor shall know, understand, and abide by all local water restrictions, if in effect. C. Contractor will be held responsible for any fines received for violating any watering restrictions in effect. D. The Contractor shall attempt to provide the minimum water necessary to maintain irrigated landscape areas, especially in times of drought and during summer months. The Owner or Owner’s representative will determine what appropriate level of distress is acceptable on turf areas. E. Re-sodding Re-sod spots larger than nine inches square and not having healthy, uniform stand of grass. F. Insect and Disease Control: As required, using insecticides and fungicides approved by Owner or Owner’s representative. PART 2 - PRODUCTS Refer to the General Landscape Section. PART 3 - EXECUTION 3.01 EXAMINATION A. General Verify that existing site conditions are as specified and indicated before beginning Work under this section. B. Layout Verify layout of sodded areas as indicated prior to starting operations. C. Grades The Owner’s representative must inspect finished grades prior to installing any sod. D. Unsatisfactory Conditions 1. Report in writing to General Contractor with copy to Owner’s Representative. 2. Beginning of installation means acceptance of existing conditions by this Contractor. 3.02 PREPARATION A. Protection 1. Pay for repairs made by Contractors designated by Owner. 2. Identify prepared sod areas requiring protection and erect barriers for proper protection and traffic control. B. Sodding Areas Remove weeds, debris and rocks larger than ½" which may hinder sodding. Dispose of accumulated debris off-site in approved legal dump site, or in a location pre-approved by the Owner or Owner’s representative. C. Repair Re-establish grade and specified conditions to damaged sod areas prior to placing sod. Eagle County Regional Airport Section 329223-134 Gypsum Colorado Sodding ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 D. Adjustment Adjust irrigation heads to proper watering height according to depth of sod material but lower than compacted blade height to enable lawn mowers to cut grass freely without damage to the sprinkler system. E. Weeding If the area to be developed is infested with noxious or invasive weeds, a chemical application will be required, at a rate recommended on the chemical’s product label. F. Fine Grading 1. Perform as required to maintain positive drainage, prevent ponding and direct run-off into catch basins, drainage structures, etc., and as required to provide smooth well-contoured surface prior to proceeding. Tolerance: ± 0.04 foot. 2. Unless noted on plans, tree lawns, or areas between curb and sidewalk, shall exhibit positive drainage towards the street. “Crowning”, berming, or anything other than straight grading between these surfaces shall be rejected, unless otherwise waived by Owner or Owner’s representative. 3. Fine grading must be approved by both Contractor and Owner’s representative prior to sodding. Contractor should provide at least seven (7) calendar days’ notice for inspection. Sod shall be installed within 48 hours of inspection. The Contractor will be responsible for repairing any grades damage by inclement weather, before or after finish grades are inspected. 3.03 SODDING A. Sodding 1. Soil on which sod is laid should be slightly moist. 2. Lay with longest dimension parallel to contours and in continuous rows. 3. Tightly butt ends and sides of sod together. Stagger and compact vertical joints between sod strips by rolling so sod will be incorporated with the ground surface, insuring tight joints between adjacent pieces. 4. Where new sod meets existing, cut existing with sod cutter to insure a tight joint and smooth transition between new and existing turf cover. B. Rolling When soil and sod are moist, roll sod lightly as soon as possible after it is laid. Delay rolling until just before the second watering. C. Topsoil Add along exposed edges to match adjacent grade. Feather topsoil out approximately 1 ft. from edge of sod. D. Drainage Assure finished areas of sod are such that positive drainage of storm and irrigation water will occur and ponding of water does not occur. 3.04 REPAIR OF EXISTING SOD AREAS DISTURBED BY RENOVATION A. Repair existing sod areas disturbed by renovation Work (utilities, paving, etc)., in accordance with these specifications to satisfaction of Owner. B. Add topsoil and re-sod as necessary to eliminate tire ruts and other depressions. Eagle County Regional Airport Section 329223-135 Gypsum Colorado Sodding ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 3.05 NOTIFICATION OF INSPECTION A. Notification Give notice requesting inspection by Owner’s representative at least seven (7) calendar days prior to the anticipated date of completion. All sod must be healthy and significantly rooted in place in order to be considered complete. B. Deficiencies If deficiencies exist, Owner’s representative shall specify such deficiencies to the Contractor who shall make satisfactory adjustments and will again notify the Owner’s representative for final inspection. 3.06 CLEANING Remove pallets, unused sod, and other debris from site. Clean paved and finished surfaces soiled as a result of Work under this Section in accordance with directions given by Owner’s representative. Clean out drainage inlet structures. 3.07 PROTECTION Provide and install barriers as required and as directed by Owner’s Representative, or as needed, to protect sodded areas against damage form pedestrian and vehicular traffic until acceptance by Owner. Contractor is responsible for malicious destruction of sodding caused by others until substantial completion. END OF SECTION ECA-BidSetSpecifications-130307 Norris Design Printed on 3/6/13 CONTINUOUS DRIP KERF, ENTIRE LENGTH OF BEAM BEAM STONE VENEER THROUGH-WALL FLASHING CONCRETE WALL BORE VERTICAL HOLE IN BEAM FOR A SNUG FIT AROUND PIPE LEAVE 1/2" GAP BETWEEN TOP OF PIPE AND HOLE STEEL PLATE, SEE STRUCTURAL 2" I.D. STEEL PIPE STEEL TUBE POST SUPPORT, SEE STRUCTURAL 1/8" THICK STEEL CAP/LIGHT VALANCE, WITH THREADED STUDS. DRILL AND ADHERE TO BEAM. CAP ENDS OF LIGHT VALANCES. PROVIDE SHOP DRAWING FOR ARCHITECT REVIEW/APPROVAL STEEL PLATE, SEE STRUCTURAL 6 3/4" (VERIFY)3"3/4"CONTINUOUS LED RIBBON LIGHT, TYPICAL BOTH SIDES 1/2" STANDOFF SIGN LETTERS STONE VENEER 1'-3"1 3/4"SEAL JOINT BETWEEN STEEL SUPPORT AND STONE, TYPICAL SITE 6521 6520 6519 6519 6521 6520 6518 6517 6517 652 2 6521 6520 6519 6 5 1 8 652265226521652065196518 COOLEY MES A R O A D CURB AND G U T T E R COMMUINCATION BOXS ECHO BIKE TRAIL ASPHALT SURFACE AIRPO R T A C C E S S R O A D EXISTING TRAIL STOP SIGN C O N C S U R F A C E SMH FWS TBX C O N C S U R F A C E LP EXISTING YIELD SIGN STM INLET LP EXISTING CONTROL BOX CURB AND GUTTERASP H ALT S URF A CE CURB AND GUTTERSTM INLET EXISTING YIELD SIGN CURB A N D G U T T E R ASPHALT PARKING AREA AIRPO R T A C C E S S R O A D LP STM INLET EXISTING ONE WAY SIGN "RETURN TO TERMINAL" LP NEW HORIZONTAL SIGN, SEE SHEET A-2. EXACT LOCATION TO BE DETERMINED IN FIELD. STAKE PROPOSED LOCATION FOR OWNER & ARCHITECT REVIEW AND APPROVAL NEW VERTICAL SIGN, SEE SHEET A-3. EXACT LOCATION TO BE DETERMINED IN FIELD. STAKE PROPOSED LOCATION FOR OWNER & ARCHITECT REVIEW AND APPROVAL NEW LANDSCAPE LIGHT FOR SIGN, AURORALIGHT MODEL LSL4-W-29-60-11x19-BLP WITH GROUND MOUNT. INCLUDE POWER SUPPLY (AURORALIGHT LIGHTECH LET-60 12VAC) AND ALL REQUIRED ACCESSORIES FOR A COMPLETE INSTALLATION INDEX TO DRAWINGS A-1 A-2 A-3 S-1 TITLE SHEET, SITE PLAN HORIZONTAL SIGN VERTICAL SIGN STRUCTURAL SCALE: 1" = 10'-0" SITE PLAN1 VICINITY MAP SCALE: 3" = 1'-0" HORIZONTAL SIGN SECTION2 OWNER: EAGLE COUNTY P.O. BOX 850 EAGLE, CO 81631-0850 ARCHITECT: MENENDEZ ARCHITECTS, P.C. 715 W.MAIN ST., SUITE 104 ASPEN, CO 81611 Tel. 970 544-4851 Fax 970 544-1915 E-mail: lma@sopris.net CONTACT: LUIS MENENDEZ STRUCTURAL ENGINEER: GLENWOOD STRUCTURAL AND CIVIL, INC. 2425 SOUTH GRAND AVENUE, SUITE 102 GLENWOOD SPRINGS, CO 81601 Tel. 970 928-0135 Fax 970 928-9804 E-mail: gsc@sopris.net CONTACT: ADOLFO GORRA PROJECT TEAM 2 PROJECT SUMMARY TWO NEW MONUMENT SIGNS 16'-0"63'-4" 90°14'-7"11'-9"4'90° SITE PLAN A-1 EAGLE AIRPORT SIGNS Sheet number: Sheet title: Project: Print Date: Drawn By: Issue:Date:Revision: Date: BID SET 03/07/13 LM & MT 3/5/13 715 W. Main Street, Suite 104 Aspen, Colorado 81611 voice: 970.544.4851 email: lma@sopris.net fax: 970.544.1915 4 A-2 6 A-2 2 A- 1 28'-6" 3'-1"22'-9"1'-7"1'-1"4"1'-9"4"22'-0"4" 1'-0"4'-6"1'-0"4'-6"11'-0"9'-1"6'-4"2'-9"6"8"6"10"6"6" 6"6"6"3'-0"± 6'-10 1/4"2'-9"STONE VENEER 1" MORTAR BACKING POURED-IN-PLACE CONCRETE WALL, SEE STRUCTURAL FOR REINFORCING CONTINUOUS THROUGH-WALL FLASHING, USE HOHMANN & BARNARD C-FAB COPPER FABRIC, TYPICAL 4x8x16 CONCRETE MASONRY UNIT VENEER SUPPORT FINISH GRADE, SLOPE AWAY FROM SIGN 6-INCHES IN THE FIRST 10-FEET POURED-IN-PLACE CONCRETE FOOTING, SEE STRUCTURAL FOOTING FINISH GRADE SCALE: 1/2" = 1'-0" WEST ELEVATION (EAST ELEVATION REVERSE)2SCALE: 1/2" = 1'-0" NORTH ELEVATION1 SCALE: 1/2" = 1'-0" SOUTH ELEVATION3 1/8" THICK STEEL BEAM CAP/LIGHT VALANCE, WITH MATTE BLACK POWDER COAT FINISH (SAME BLACK & SHEEN AS LETTERS). GRIND ALL WELDS SMOOTH, PROVIDE EXPANSION/CONTRACTION JOINTS AS NEEDED 8" TALL x 3/4" THICK CAST ALUMINUM LETTERS (HELVETICA FONT) WITH MATTE BLACK PAINTED FINISH AND PROJECTED SPACER MOUNTING USING THREADED STAINLESS STEEL STUDS (DRILL AND ADHERE TO BEAM). PAINT ALL SIDES OF LETTERS INCLUDING BACK. STANDOFF ON PROJECTED MOUNTING SHALL BE 1/2". CENTER WORDS VERTICALLY AND HORIZONTALLY ON BEAM, PROVIDE SHOP DRAWING OF LAYOUT FOR ARCHITECT REVIEW/APPROVAL. NOTE: LETTERS OCCUR ON BOTH SIDES OF BEAM 6 3/4 x 21 ARCHITECTURAL GRADE GLULAM BEAM (NO CAMBER). FINISH WITH SIKKENS CETOL PER MANUFACTURER'S RECOMMENDATION. FINISH ALL SURFACES (TOP, BOTTOM, ENDS AND SIDES) PRIOR TO INSTALLING STEEL CAP. COLOR TO BE SELECTED BY ARCHITECT & OWNER. PROVIDE UP TO 4 SAMPLES/ MOCK-UPS DRYSTACK NATURAL FULL STONE VENEER, USE ALLOWANCE OF $375 PER TON FOR PURCHASE OF STONE MATERIAL PLUS $800 PER TRUCKLOAD FOR FREIGHT, INCLUDE SETTING MATERIALS, AND INSTALLATION COSTS IN BID. STONE TO BE SELECTED BY ARCHITECT AND OWNER. INCLUDE COST OF ONE MOCK-UP PANEL, TYPICAL DASHED LINE INDICATES PROFILE OF CONCRETE WALL BEHIND VENEER, TYPICAL FINISH GRADE, SLOPE AWAY FROM SIGN 6-INCHES IN THE FIRST 10-FEET, TYPICAL SCALE: 1/2" = 1'-0" SECTION4 SCALE: 1/2" = 1'-0" SECTION6SCALE: 1/2" = 1'-0" WEST ELEVATION OF CONCRETE WALL (EAST ELEVATION REVERSE)3 STEEL END CAP ON BEAM, SEE NOTE ON 2/A-2 FOR MORE INFORMATION, TYPICAL STONE VENEER SHOWN DASHED CAP OPEN ENDS OF LIGHT VALANCE, TYPICAL CONTINUOUS THROUGH-WALL FLASHING, EXTEND 6" ABOVE GRADE, USE HOHMANN & BARARD C-FAB COPPER FABRIC, TYPICAL PROVIDE WEEPS ALONG GRADE LINE, TYPICAL CONCRETE WALL STEEL BEAM SUPPORTS, FIELD PRIME AND PAINT (SAME BLACK AND SHEEN AS LETTERS), SEE 1/A-4 AND STRUCTURAL DRAWINGS, TYPICAL CONTINUOUS LED RIBBON LIGHT BEHIND STEEL VALANCE BOTH SIDES OF BEAM (PARADIGMLED MODEL PL-FLEX400-WW-WP-24) WARM WHITE 3000K WATERPROOF 24 VDC WITH DIMMABLE POWER SUPPLY (Q-TRAN Q-SET-MLED 100W DIRECT BURIAL). INCLUDE ALL NECESSARY ACCESSORIES FOR A COMPLETE INSTALLATION VAULT WITH LOCKING DOOR, STRONOMICAL TIMECLOCK AND DIMMER. PAINT TO BLEND WITH STONE VENEER INCOMING 120V AC POWER, VERIFY SERVICE LOCATION WITH AIRPORT MAINTENANCE STAFF Q-TRAN Q-VAULT-5 HOUSING RUN CONDUIT FROM VAULT TO LIGHT FIXTURE AS HIDDEN AS POSSIBLE (BEHIND VENEER, TIGHT AGAINST STEEL SUPPORT, ROUTE BOTTOM AND END OF BEAM) EAGLE COUNTY REGIONAL AIRPORT ELEVATIONS, SECTIONS A-2 EAGLE AIRPORT HORIZONTAL SIGN Sheet number: Sheet title: Project: Print Date: Drawn By: Issue:Date:Revision: Date: BID SET 03/07/13 LM 3/5/13 715 W. Main Street, Suite 104 Aspen, Colorado 81611 voice: 970.544.4851 email: lma@sopris.net fax: 970.544.1915 5 A-3 9'-2"6 1/4"9'-8 1/4"6'-5"2'-9"4'-8 1/4" 3'-1"1'-7 1/4" 6"6"6"10"8"6"6" 1'-8"±6'-10"±7'-6"(SEE CONCRETE WALL DIMENSIONS)(SEE CONCRETE WALL DIMENSIONS)FINISH GRADE FINISH GRADE SCALE: 1/2" = 1'-0" EAST ELEVATION1 SCALE: 1/2" = 1'-0" NORTH ELEVATION2 SCALE: 1/2" = 1'-0" WEST ELEVATION3 SCALE: 1/2" = 1'-0" SOUTH ELEVATION4 SCALE: 1/2" = 1'-0" SECTION5 SCALE: 1/2" = 1'-0" NORTH ELEVATION OF CONCRETE WALL6 CONCRETE FOOTING, SEE STRUCTURAL STONE VENEER 1" MORTAR BACKING POURED-IN-PLACE CONCRETE WALL, SEE STRUCTURAL FOR REINFORCING 4x8x16 CONCRETE MASONRY UNIT VENEER SUPPORT FINISH GRADE, SLOPE AWAY FROM SIGN 6-INCHES IN THE FIRST 10-FEET FINISH GRADE, SLOPE AWAY FROM SIGN 6-INCHES IN THE FIRST 10-FEET, TYPICAL POURED-IN-PLACE CONCRETE FOOTING, SEE STRUCTURAL DRYSTACK NATURAL FULL STONE VENEER, USE ALLOWANCE OF $375 PER TON FOR PURCHASE OF STONE MATERIAL PLUS $800 PER TRUCKLOAD FOR FREIGHT, INCLUDE SETTING MATERIALS, AND INSTALLATION COSTS IN BID. STONE TO BE SELECTED BY ARCHITECT AND OWNER. INCLUDE COST OF ONE MOCK-UP PANEL, TYPICAL DASHED LINE INDICATES PROFILE OF CONCRETE WALL BEHIND STONE VENEER, TYPICAL CONTINUOUS THROUGH-WALL FLASHING, USE HOHMANN & BARNARD C-FAB COPPER FABRIC, TYPICAL 5" TALL (CAPITALS) x 3/4" THICK CAST ALUMINUM LETTERS (HANDWRITING DAKOTA FONT OR VERY SIMILAR) WITH MATTE BLACK PAINTED FINISH AND PROJECTED SPACER MOUNTING USING THREADED STAINLESS STEEL STUDS (DRILL AND ADHERE TO STONE. PAINT ALL SIDES OF LETTERS INCLUDING BACK. STANDOFF ON PROJECTED MOUNTING SHALL BE 1/2". PROVIDE SHOP DRAWING OF LAYOUT FOR ARCHITECT REVIEW/APPROVAL CONTINUOUS THROUGH-WALL FLASHING, EXTEND 6" ABOVE GRADE, USE HOHMANN & BARARD C-FAB COPPER FABRIC, TYPICAL SEE SITE PLAN FOR INFORMATION ON HOW TO LIGHT THIS SIGN Welcome to Eagle County STONE VENEER SHOWN DASHED CONCRETE WALL ELEVATIONS, SECTIONS A-3 EAGLE AIRPORT VERTICAL SIGN Sheet number: Sheet title: Project: Print Date: Drawn By: Issue:Date:Revision: Date: BID SET 03/07/13 LM 3/5/13 715 W. Main Street, Suite 104 Aspen, Colorado 81611 voice: 970.544.4851 email: lma@sopris.net fax: 970.544.1915 Eagle County Regional Airport Landscape Improvements Prebid Questions and Answers #1 March 21, 2013 Question: We would like to secure a bond for this project and require a ball park figure of the cost. What was the early estimated cost or budget? Answer: Eagle County Regional Airport requested that the estimate not be released. Please base your bonding on your estimated bids. Question: Is there a specific stone that the sign architect selected? The type of stone also influences the labor cost. Answer: For pricing purposes only Architect and Eagle County Regional Airport will make the actual selection following review of actual samples) Refer to attached PDF’s. One is for the material (Gallegos Corp Panel #37 - Adobe Chopped) and the other is for pattern (Gallegos Corp Panel #87). Question: Will the bids be opened publicly or privately? Answer: Eagle County Regional Airport will open them and read them aloud at 5:00pm on the day the bids are due. Question: I would like to submit a request to include alternates for a couple of the items. I am proposing alternates on the specified drip tubing (Dura-Pol) and the Hunter quick couplers (HQ-44RC-R). I have attached the specification sheets for the Centennial drip tubing that we stock/sell. I would like to replace the Hunter quick couplers with the Rain Bird equivalent. We can supply Hunter but they are not common in this area and will not match the existing quick couplers on site. Answer: As far as the ¾” drip tubing substitute goes, Centennial pipe is fine. As far as the quick couplers, it doesn’t matter which you use (Hunter or Rain Bird) as long as they have a purple cover. Just because we have Rain Bird quick couplers on-site, doesn’t mean we couldn’t have Hunters as well. The keys are compatible between brands; meaning, you don’t have to have different equipment to operate the quick couplers. Question: Also hoping to substitute 80# poly pipe for the lateral zones instead of 100# poly. Again, we have access to 100# but 80# is commonly all we see in this area. Answer: 100# NSF is the minimum. Repairs with 80# would likely be required in the future. Question: Could we please have an excel or word version of the bid form and supplemental unit pricing? This would save a lot of time preparing the bid. Answer: Yes, see attached. Is it possible to get an extension of the due date? Answer: No Question: There is not a nozzle specified for the 1800 series pop up heads. Do you want to see Rain Bird matched precip rate nozzles or MP Rotators (or Rain Bird equivalent)? Answer: Yes, Rain Bird MPR (matched precipitation rate) plastic nozzles are fine. The spray head zones were not designed for use with rotator nozzles. Question: Does this bid require the use of prevailing wages? Answer: No Eagle County Regional Airport Section 004100 - 1 Gypsum Colorado Bid Form SECTION 004100 BID FORM EAGLE COUNTY REGIONAL AIRPORT LANDSCAPE IMPROVEMENTS THIS BID IS SUBMITTED TO: Chris Anderson, Assistant Aviation Director for Eagle County Regional Airport 219 Eldon Wilson Road Gypsum, CO 81637 April 1, 2013 The undersigned Bidder, having examined the site of the proposed Work and having full knowledge of the conditions under which the Work must be performed, hereby proposes to enter into a Project Agreement to perform such Work as set forth in the Eagle County Air Terminal Corporation General Conditions (section 008100), and all other Contract Documents, of which this Bid forms a part; and agrees to perform the Work construction therein described on the terms and conditions set forth therein; and will furnish all required labor and materials and pay all incidental costs associated with such Work, all in strict conformity with the Eagle County Air Terminal Corporation General Conditions (section 008100), for the following prices listed in the Bid form(s) as payment in full. The undersigned further proposes that should this Bid be accepted, the Bidder will commence Work on May 1, 2013 and complete the Project on or before July 19, 2013. The undersigned further agrees, if awarded the Contract for the Work included in this Bid, that it will begin, complete and deliver the required Work in accordance with the Eagle County Air Terminal Corporation General Conditions (section 008100). The undersigned has checked carefully the figures inserted hereinafter by it, and understands that the Owner will not be responsible for any error or omissions on the part of the undersigned in preparing this Bid. The undersigned hereby certifies that this Bid is genuine, and not sham or collusive, or made in the interest of or on behalf of any person not herein named, and that the undersigned has not, directly or indirectly, induced or solicited any other Bidder to submit a sham Bid, or induced any other person, firm or corporation to refrain from Bidding, and that the undersigned has not in any manner sought by collusion to secure for himself any advantages over any other Bidder. The only persons interested as principals in this Bid other than the one whose signature is affixed hereto are to be listed as follows (if there are none, state such fact): ___________________________. Name: Address: Name: Address: This Bid shall be valid from the date of submission to the date of an executed Eagle County Regional Airport Project Agreement. Eagle County Regional Airport Section 004100 - 2 Gypsum Colorado Bid Form In submitting this Bid, the undersigned further acknowledges and agrees that: (a) the right is reserved by Owner to reject, in its sole discretion, any or all Bids, and to waive irregularities in Bidding; (b) the discretion of Owner in the selection of the most qualified, responsible Bidder shall be final, not subject to review or attack; and (c) this Bid is made with full knowledge of the foregoing and in full agreement therewith. Respectfully submitted, Contractor (Bidder) (SEAL) By (Signature) (Title) (corporation/incorporated/partnership) (under the law of the State of Colorado composed of officer, partners or Owner, as follows: President Vice President Secretary Name of Contractor Treasurer Address City State Zip Code Telephone Number 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Project Agreement with the Owner to complete all Work as specified or indicated in the fore mentioned Project Agreement for the Contract Price and within the contract time stated in this Bid and in accordance with the Eagle County Air Terminal Corporation General Conditions (section 008100). 2. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with performance and payment bonds, and warranty bonds. This Bid will remain open until the effective date of any Project Agreement between the Owner and the apparent Successful Bidder. The Successful Bidder will sign a Project Agreement and submit all documents required by the Contract Documents within 10 days after the date of the Owner's Notice of Award. Eagle County Regional Airport Section 004100 - 3 Gypsum Colorado Bid Form 3. In submitting this Bid, Bidder represents, that: a. Bidder has received and examined copies of all the Contract Documents and of the following addenda: Addenda Date Addenda Number Initial b. Bidder has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as Bidder deems necessary. 4. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm, group, association, or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from Bidding; and Bidder has not sought by collusion to obtain any advantage over any other Bidder or over the Owner . 5. Bidder will complete the Work for all Bid items listed in the Bid Form. 6. Bidder agrees that the Work will be Substantially Complete on or before June 28, 2013 and Final Completion on or before July 19, 2013 as described throughout these Contract Documents. Bidder accepts the provisions of the Project Agreement as to liquidated damages in the event of failure to complete the Work on time. Extension may be made to the Contract Time at the discretion of the Owner. 7. The following documents are attached to and made a condition of this Bid: a. A completed Contractor’s Qualification Statement as required by Paragraph 3 of the Instructions to Bidders. b. A preliminary construction schedule as described in the Instructions to Bidders. c. Bidders shall submit a list of intended subcontractors for the Project. The list shall include the company name, contact information, years in business, the approximate percentage of the Work to be performed, and the services which will be provided by that subcontractor. 8. Communications concerning this Bid shall be addressed to: Norris Design Attention: John Birkey 1101 Bannock Street Denver, Colorado 80204 jbirkey@norris-design.com 9. Terms used in this Bid which are defined elsewhere in the Contract Documents have the same meanings. 10. Bidders shall pay special attention to the following items: Eagle County Regional Airport Section 004100 - 4 Gypsum Colorado Bid Form a. Bidders should carefully plan out the Work to complete the Project within the Contract Time and keep accurate records of items creating delays to production schedules. Advance planning will be required to prevent the occurrence of overtime. b. Payment for overtime required to complete the Work in the Contract Time will not be authorized unless unforeseen circumstances occur. c. The unit pricing is supplied with the Bid Form. These numbers will also be used as a basis for additions and subtractions from the scope of Work. d. The quality of Workmanship and materials will be monitored closely by the Owner and Owner’s Representative. PROJECT THE UNDERSIGNED BIDDER, having familiarized himself with the Work required by the Contract Documents, the site where the Work is to be performed, local labor conditions and all laws, regulations and other factors affecting performance of the Work, and having satisfied himself of the expense and difficulties attending performance of the Work, HEREBY PROPOSES and agrees, if this Bid is accepted, to enter into a Project Agreement in the form attached, to perform all work, including the assumption of all obligations, duties and responsibilities necessary to the successful completion of the Agreement. This agreement shall also include the furnishing of materials and equipment required to be incorporated in and form a permanent part of the Work, and all tools, equipment, supplies, transportation, facilities, labor, superintendence and services required to perform the Work; and all Bond, insurance and submittals; all as indicated or specified in the Contract Documents to be performed or furnished by Contractor in accordance with the following Bid prices. Bidder must submit pricing on all scheduled values to be considered. Bid will be rejected if Bid Form is modified or altered in any way. Values for each scheduled item shall be written out in words and numeric format. BID PRICE SCHEDULE #1 –Pork Chop Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this pork chop island as shown on the Construction Drawings. Improvements include, but are not limited to: removing and stockpiling cobble, berming, top soil installation, soil preparation, weed barrier, mulching, placing boulders, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #2 –West Airport Entry Landscape Improvements Eagle County Regional Airport Section 004100 - 5 Gypsum Colorado Bid Form Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for the west airport entry as shown on the Construction Drawings. Improvements include, but are not limited to: installing cobble, berming, top soil installation, soil preparation, weed barrier, mulching, placing boulders, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #3 –Cooley Mesa Road Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this area as shown on the Construction Drawings. Improvements include, but are not limited to: soil preparation, seeding, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #4 –East Side Landscape Screening Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this area as shown on the Construction Drawings. Improvements include, but are not limited to: top soil installation, soil preparation, seeding, mulching, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #5a–West Outer Island Landscape Improvements (without seeded area indicated on the drawings) Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: removing and stockpiling cobble, berming, top soil installation, soil preparation, weed barrier, mulching, placing boulders, seeding, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #5b–West Outer Island Landscape Improvements (seeded area indicated on the drawings) Eagle County Regional Airport Section 004100 - 6 Gypsum Colorado Bid Form Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: removing and stockpiling cobble, top soil installation, soil preparation, seeding and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #6 –West Interior Island Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: top soil installation, soil preparation, seeding, and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #7 –Central Interior Islands Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for these islands as shown on the Construction Drawings. Improvements include, but are not limited to: top soil installation, soil preparation, seeding, and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #8 –Dog Station Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this area as shown on the Construction Drawings. Improvements include, but are not limited to: soil preparation, sodding, placing boulders, pet station, tree removal and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #9 –Raised Planter Island Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: tree removal, placing boulders, top soil installation, soil preparation, mulching, planting, seeding, and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this Eagle County Regional Airport Section 004100 - 7 Gypsum Colorado Bid Form area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #10 –South-East Island Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: installing cobble, berming, top soil installation, soil preparation, weed barrier, mulching, placing boulders, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #11 –North-East Island Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this island as shown on the Construction Drawings. Improvements include, but are not limited to: installing cobble, berming, top soil installations, soil preparation, weed barrier, mulching, placing boulders, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #12 –North Parking Lot Screening Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this area as shown on the Construction Drawings. Improvements include, but are not limited to: top soil installation, soil preparation, seeding, planting and retrofitting irrigation. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #13 –Drop Off Zone & Main Entry Landscape Improvements Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for this area as shown on the Construction Drawings. Improvements include, but are not limited to: Planter urns (2), hanging pots and brackets (8), planting one round of annuals. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. Eagle County Regional Airport Section 004100 - 8 Gypsum Colorado Bid Form (Dollars) SCHEDULE #14 –Replacing Existing Gravel @ Gravel Islands Total itemized costs for materials, installation, and labor for the installation, and one year warranty of landscape for these areas as shown on the Construction Drawings. Improvements include, but are not limited to: removal of existing gravel and installation of new decorative rock mulch. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #15 – Eagle Airport Horizontal Sign Total itemized costs for materials, installation, and labor for the installation, and one year warranty of this sign. This schedule shall include all electrical and lighting work as well. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #16 –Eagle Airport Vertical Sign Total itemized costs for materials, installation, and labor for the installation, and one year warranty of this sign. This schedule shall include all electrical and lighting work as well. The one year warranty shall commence for this portion of Work upon acceptance of this area as being substantially complete. The Supplemental Unit Pricing form shall be completed in full which shall be used to justify the contract amount for each schedule item. (Dollars) SCHEDULE #17 – One Year Maintenance Total cost to maintain all improvements included in schedules 1-16. This value will be an allowance that will be billed against. Refer to sections 320180 Irrigation Maintenance & 320190 Landscape Maintenance. The billable maintenance period for an area will commence only when the area has been accepted as substantially complete by the Owner. Any maintenance performed on an area before substantial completion will be at the cost of the Contractor and therefore will not be compensated. (Dollars) TOTAL OF ALL SCHEDULES IN NUMBERS I acknowledge that this Bid includes Addendum(s). If none, so state. Eagle County Regional Airport Section 004100 - 9 Gypsum Colorado Bid Form Eagle County Regional Airport Section 004100 - 10 Gypsum Colorado Bid Form The undersigned Bidder agrees to enter into a Project Agreement with Owner on or about April 18, 2013, after acceptance of this Bid, and further agrees to complete all Work included in the Bid, in accordance with specified requirements and in accordance with the following estimated schedule. Date Task 5/1/2013 Notice to Proceed 6/28/2013 Substantial Completion 7/19/2013 Final Completion 7/18/2014 Conclusion of Maintenance Period 8/1/2014 Final Acceptance/Warranty Liquidated Damages. Owner and Contractor recognize the importance of establishing and enforcing deadlines. If the deadlines for deliverables are not met then the Owner could suffer financial loss. They also recognize the delays, expense and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by the Owner if Work is not completed on time, therefore damages for delays in meeting deadlines for all or portions of the Work as shown on the Contract Documents or as documented in Project schedules or meeting notes, shall be assessed at a cost of $250 per calendar day for every day late. PREPARED BY Signed: Name Printed: Title: Company: END OF SECTION Eagle County Regional Airport Section 004325 - 11 Gypsum Colorado Bid Submittal Checklist SECTION 004325 BID SUBMITTAL CHECKLIST The following items shall be included as part of the Bid package. Packages not containing these items shall be deemed incomplete and will be rejected. 1. Completed Bid Form (Section 004100) 2. Bidder’s Qualifications (Section 004510) 3. Acknowledgement of Addendums 4. Proposed subcontractor list 5. Proposed Project schedule 6. Supplemental Unit Pricing form (Section 004330) END OF SECTION Eagle County Regional Airport Section 004330 - 13 Gypsum Colorado Supplemental Unit Form SECTION 004330 SUPPLEMENTAL UNIT PRICING All unit/total prices for each of the items listed shall include all costs involved in the installation of each item or performance of tasks (to include labor and equipment, except where noted), its pro rata share of profits, overhead, warranty, and administrative fees, unless otherwise indicated. Refer to technical specifications and plans for exact description of products. Costs listed below will be the basis of additions and subtractions to the base Bid amount. Landscape Supplemental Unit Prices: ================================================================================= Item Description Unit Unit Price ================================================================================= Landscape L-1 Remove & Stockpile Existing Cobble ton $_____________ L-2 Place Cobble from Stockpile ton $_____________ L-3 Place New Cobble to Match Existing ton $_____________ L-4 Remove & Dispose of Existing Gravel in S.F. $_____________ Gravel Islands L-5 Clean Up Existing Cobble Bed to Remain S.F. $_____________ (please give average price) L-6 Remove & Dispose of Existing Pine Trees & Stumps EA. $_____________ (please give average price) L-7 Remove & Dispose of Exist. Aspen Trees & Stumps EA. $_____________ (please give average price) L-8 Misc. Clearing & Grubbing S.F. $_____________ (please give average price) L-9 GFCI Outlet & associated electrical work EA. $_____________ L-10 Topsoil Installation from Stockpile C.Y. $_____________ L-11 Topsoil Installation from Off-Site C.Y. $_____________ L-12 Soil Preparation S.F. $_____________ L-13 Landscape Boulders ton $_____________ L-14 1” Angular Decorative Rock Mulch S.F. $_____________ L-15 Weed Barrier S.F. $_____________ Eagle County Regional Airport Section 004330 - 14 Gypsum Colorado Supplemental Unit Form L-16 Steel Edger L.F. $_____________ L-17 Pet Pickup Station L.S. $_____________ L-18 Sod S.F. $_____________ L-19 Seed S.F. $_____________ L-20 Hanging Basket Mounting Brackets EA. $_____________ L-21 Hanging Baskets EA. $_____________ L-22 Planter Urns w/ soil EA. $_____________ L-23 Annual Flower Pot inserts for per basket $_____________ Hanging Baskets L-24 Annual Flower Pot inserts for per basket $_____________ Planter Urns L-25 Lanceleaf Cottonwood – 2” caliper EA. $_____________ L-26 Ponderosa Pine – 8’ height EA. $_____________ L-27 Colorado Spruce – 8’ height EA. $_____________ L-28 Colorado Spruce – 10’ height EA. $_____________ L-29 Pinon Pine – 8’ height EA. $_____________ L-30 Rocky Mountain Juniper – 5’-6’ height EA. $_____________ L-31 Quaking Aspen – 8’ height multi-stem EA. $_____________ L-32 Hot Wings Maple – 8’ height multi-stem EA. $_____________ L-33 Autumn Brilliance Serviceberry – 8’ height multi-stem EA. $_____________ L-34 Green Mound Current - #5 cont. EA. $_____________ L-35 Dwarf Rabbitbrush - #5 cont. EA. $_____________ L-36 Red Double Knockout Rose - #5 cont. EA. $_____________ L-37 Hancock Coralberry - #5 cont. EA. $_____________ L-38 Dwarf Russian Sage - #5 cont. EA. $_____________ L-39 Yellow Flowering Current - #5 cont. EA. $_____________ Eagle County Regional Airport Section 004330 - 15 Gypsum Colorado Supplemental Unit Form L-40 Apache Plume- #5 cont. EA. $_____________ L-41 Pawnee Buttes Sandcherry - #5 cont. EA. $_____________ L-42 Bluemist Spirea - #5 cont. EA. $_____________ L-43 Waxflower- #5 cont. EA. $_____________ L-44 Fragrant Sumac - #5 cont. EA. $_____________ L-45 Black Chokeberry - #5 cont. EA. $_____________ L-46 Curl Leaf Mountain Mahogany - #5 cont. EA. $_____________ L-47 Silver Buffaloberry - #5 cont. EA. $_____________ L-48 Blue Chip Juniper - #5 cont. EA. $_____________ L-49 R.H. Montgomery Spruce - #5 cont. EA. $_____________ L-50 Panchito Manzanita - #5 cont. EA. $_____________ L-51 Ivory Tower Yucca - #5 cont. EA. $_____________ L-52 Adaigo Maiden Grass - #1 cont. EA. $_____________ L-53 Blue Avena Grass - #1 cont. EA. $_____________ L-54 Feather Reed Grass Grass - #1 cont. EA. $_____________ L-55 Little Bluestem Grass - #1 cont. EA. $_____________ L-56 Shenandoah Switch Grass - #1 cont. EA. $_____________ L-57 Rocky Mountain Columbine - #1 cont. EA. $_____________ L-58 Rocky Mountain Penstemon - #1 cont. EA. $_____________ L-59 Harebell - #1 cont. EA. $_____________ L-60 Plumbago - #1 cont. EA. $_____________ L-61 Purple Dome Aster - #1 cont. EA. $_____________ L-62 Coneflower - #1 cont. EA. $_____________ L-63 Colorado Four O’Clock - #1 cont. EA. $_____________ L-64 Sunset Hyssop - #1 cont. EA. $_____________ L-65 Autumn Joy Sedum - #1 cont. EA. $_____________ Eagle County Regional Airport Section 004330 - 16 Gypsum Colorado Supplemental Unit Form L-66 Red Star Columbine - #1 cont. EA. $_____________ L-67 Dragons Blood Stonecrop – 4” cont. EA. $_____________ L-68 Moonshine Yarrow - #1 cont. EA. $_____________ L-69 Double Sunray Coreopsis - #1 cont. EA. $_____________ L-70 Blanket Flower - #1 cont. EA. $_____________ L-71 Black Eyed Susan - #1 cont. EA. $_____________ L-72 Creeping Oregon Grape Holly - #1 cont. EA. $_____________ L-73 Filigree Daisy – 4” cont. EA. $_____________ L-74 Chocolate Flower - #1 cont. EA. $_____________ L-75 Angelina Stonecrop - 4” cont. EA. $_____________ L-76 Broom Snakeweed - #1 cont. EA. $_____________ L-77 Whirling Butterflies - #1 cont. EA. $_____________ L-78 Dwarf Shasta Daisy- #1 cont. EA. $_____________ L-79 Fringed Sage- #1 cont. EA. $_____________ L-80 Silver Prairie Sage- #1 cont. EA. $_____________ L-81 Snow-In-Summer- 4” cont. EA. $_____________ L-82 Firewitch Dianthus- #1 cont. EA. $_____________ L-83 Silvery Lupine- #1 cont. EA. $_____________ Irrigation I-1 RB 1806 SAM-PRS w/ Nozzle & NP cover EA. $_____________ I-2 RB 1812 SAM-PRS w/ Nozzle & NP cover EA. $_____________ I-3 Hunter PGP-04-CV-R EA. $_____________ I-4 1 ½” RB PESB EA. $_____________ I-5 1” RB PESB EA. $_____________ I-6 1” RB XCZ-100-PRB-COM EA. $_____________ Eagle County Regional Airport Section 004330 - 17 Gypsum Colorado Supplemental Unit Form I-7 2” Gate Valve EA. $_____________ I-8 ¾” Drain Valve EA. $_____________ I-9 Hunter HQ44-RC-R EA. $_____________ I-10 Hunter ICD-100 Decoder EA. $_____________ I-11 Two-wire Ground EA. $_____________ I-12 2” CL200 PVC Mainline LF. $_____________ I-13 Hunter ID-1 Decoder Cable LF. $_____________ I-14 100# NSF Poly Lateral LF. $_____________ I-15 ¾” Drip Tubing LF. $_____________ I-16 ¼” Emitter Tubing LF. $_____________ I-17 RB Xeri-Bug Emitter EA. $_____________ I-18 Drip Blow-out/Indicator Assembly EA. $_____________ I-19 2” CL 160 PVC Sleeve LF. $_____________ I-20 3” CL 160 PVC Sleeve LF. $_____________ I-21 4” CL 200 PVC Sleeve LF. $_____________ I-22 Cut and Patch Asphalt for New Sleeves LF. $_____________ Signage A-1 Eagle Airport Horizontal Sign w/ electrical & lighting EA. $_____________ A-2 Eagle Airport Vertical Sign w/ electrical & lighting EA. $_____________ END OF SECTION Eagle County Regional Airport Section 004340 - 19 Gypsum Colorado Proposed Subcontractor Form SECTION 004340 PROPOSED SUBCONTRACTOR FORM List subcontractors and suppliers providing services and/or materials to be furnished and a summarization of the dollar value of each subcontract: Subcontractor Scope of Work Years in Business Percentage of Work Contact Person and Phone Number This is to certify that the names of the foregoing mentioned Subcontractors or material suppliers are submitted with full knowledge and consent of the respective parties Bidders: (Name of Company) By: _____________________________________ (Signature and Title) Date: Note: This sheet may be reproduced by the Bidder to list Subcontractors totaling more than will fit on this page. Certify each sheet as an original sheet and staple additional sheets to this page. END OF SECTION Eagle County Regional Airport Section 004340 - 20 Gypsum Colorado Proposed Subcontractor Form SECTION 004510 BIDDER’S QUALIFICATIONS The Undersigned certified under oath the truth and correctness of all statements and/or all answers to questions made hereinafter. Submitted to: Owner : Eagle County Air Terminal Corporation (ECAT) Submitted by: NAME Address City, State Zip Phone Principal Office Check One: ( ) Corporation ( ) Partnership ( ) Joint Venture ( ) Individual ( ) Other ______________ 1. List the five largest active construction Projects your organization has under contract to date. Each Project description shall contain contact information for references. Project Name Owner Phone Number Owner’s Rep. Phone Number Contract Amount Contract Dates Remaining Amount of Work 2. Provide resumes for the principal individuals who would be assigned to this Project. Indicate their position in the company, their role on the Project, approximate time per week on the Project, experience expertise, certifications, etc. 3. Summarize the experience of the individuals in your organization who would be assigned to this Project. NAME POSITION APPROX. TIME/WEEK 4. Provide name of bonding and insurance companies and name and address of agents, as well as maximum bonding capacity. What portion remains of this bonding capacity at the time of submittal of the Bid? 5. What is your Worker’s Compensation Experience Modifier Rate? Eagle County Regional Airport Section 004340 - 21 Gypsum Colorado Proposed Subcontractor Form GallegosCorp.com 2012 Samples of natural stone are indicative of color, markings and general texture of the variety named. The amount of variation it subject to the type of material, size and current quarry conditions. Please note that sample panels may be located at either our Wolcott Offi ce or Gypsum Stone Yard. Please call in advance for locations of specifi c panels. T indicates that this material is available in a Thin Stone Format RM indicates that this material is Regional (within 500 miles of our stoneyard) Oklahoma & Arkansas Stones #87 Oklahoma Brown Straight Edge TT #86 Oklahoma Mountain Brick Oklahoma Brown Straight Edge and Colorado Buff Strip Blend sCo GallegosCorp.com 2012 Samples of natural stone are indicative of color, markings and general texture of the variety named. The amount of variation it subject to the type of material, size and current quarry conditions. Please note that sample panels may be located at either our Wolcott Offi ce or Gypsum Stone Yard. Please call in advance for locations of specifi c panels. T indicates that this material is available in a Thin Stone Format RM indicates that this material is Regional (within 500 miles of our stoneyard) Telluride Blends T RM #704 Greystone #37 Adobe Chopped T RM #63 Olathe Chopped T RM #720 Goldstone T RM T RM #721 Anasazi Sliver Telluride Greystone sC sCo sCo Eagle County Regional Airport Landscape Improvements Prebid Questions and Answers #2 March 27, 2013 1. Question: On site water source? Answer: Yes. Fire hydrant located near airport administration building. Coordinate with Town of Gypsum for meter and rates. 2. Question: Masonry blocks instead of poured in place concrete walls? Answer: No 3. Question: Gravel - remove or place over existing? Answer: The goal is to replace all the grey with buff and please price as such, however to meet budget and needs of the airport this may be discussed for best approach following award. 4. Question: Location of a concrete dump and wash? Answer: West end of employee parking lot. 5. Question: As builds for irrigation and electrical and sleeving? Answer: As builts for irrigation are attached. Sleeves under the road off the main line are 4”. They are based on observations from a recent comprehensive maintenance and repair project and were not created by the actual original system installer. Some information may be missing. Electrical runs through 4” sleeve. 6. Question: Has the topsoil at the airport been tested? Answer: No, the contractor is responsible to test. Refer to L-1 Note #4 7. Question: Is topsoil at 3.5 cu yards to be spread over all the native area? Answer: No, please refer to the schedules which outline whether or not topsoil is required. 8. Question: Do you want all new fabric? Answer: No, just in new areas. Existing rock areas may need some new fabric or staples where it has been damaged. 9. Question: Is the dog area sod? Answer: Yes 10. Question: Bio-sol spec’s are 1000 lbs per acre is this the spec you want? Answer: Yes 11. Question: The hydro seed rate is double the drill rate; you have it at 3 times? This is a high priced seed. Answer: Please follow the drawings and specs. 12. Question: S1.1, Foundations & Concrete Notes, note 6 states, “All footings shall be placed on a minimum of 3’ of compacted and tested structural fill observed and tested by a representative of the geotechnical engineer consistent with the recommendations of the referenced subsurface study. Does this structural fill need to be tested by an engineer? Answer: Yes, fill will need to be tested by a geotechnical engineer as stated. 13. Question: Who is responsible for the testing of the structural fill and its associated costs? Answer: The Owner shall retain the services of a geotechnical engineer for this testing. 14. Question: What rate of compaction is required? Answer: 98% of standard proctor density would be adequate. Please also see Note 1 requiring that the geotechnical engineer observe the initial excavation to verify the adequacy of these recommendations. The geotechnical engineer may determine from footing subgrade level observations/testing that the 3 feet of structural fill is not required, in which case a credit shall be given to the Owner for work not performed. 15. The specifications call for a one year warranty on the project in several places. However, Section 004100 – 15, 13a states that performance and payment bonds “shall remain in effect at least until two years after the date of final payment”. Is the performance and payment bond really supposed to remain in effect a year longer than the warranty? If so, does the maintenance period also last 2 years along with the bonds? Answer: Performance and Payment Bonds shall remain in force throughout the term of the project and one year warranty period, until final acceptance by Owner. 16. Question: Do liquidated damages begin being assessed at the date of substantial completion (June 28) or at the date of final completion (July 19)? If they begin being assessed at the date of substantial completion, what items must be complete at this date to avoid liquidated damages? Answer: Liquidated damages begin upon substantial completion. Substantial Completion is defined in Section 002110, Section 1, Defined Terms. 17. Question: Specifications secton 004100-27 states that liquidated damages be assessed at a cost of $250 per calendar day. Section 008100 – 59, 31 states that liquidated damages be assessed at a cost of $500 per calendar day. Which is correct? Answer: Liquidated damages shall be $500/day. 18. Question: All “landscape areas” excluding exceptions are to receive min. 5 C.Y. per 1000 S.F. topsoil. Does this include native grass areas not excepted? Answer: Yes, please refer to the schedules which outline whether or not topsoil is required. 19. Question: Are compost specification amounts in addition to the topsoil installation amounts? Answer: Yes 20. Question: On Schedule 14, is the gravel to be placed in these areas to bring the existing gravel up to grade to be 1” Colorado Buff to match the new garden area mulch or grey washed gravel to match the existing? Answer: The goal is to replace all the grey with buff and please price as such, however to meet budget and needs of the airport this may be discussed for best approach following award. 21. Question: On Schedule 14, is the gravel to be placed in these areas to bring the existing gravel up to grade to be 1” Colorado Buff to match the new garden area mulch or grey washed gravel to match the existing? Answer: Refer to the answer to #20 above. 22. Question: S1.1, Timber Products, note 1 & 2 state, “Glue laminated members shall be made of Douglas Fir – Larch”, and “exposed timbers shall be appropriately treated”. According to my supplier, Douglas Fir-Larch glue laminated beams are rated for interior use only. Further, any treatment application of sealer or other treatment will void the manufacturer’s warranty on the glue lam beam. The supplier recommends using an Alaskan Yellow Cedar glue lam beam for exterior use. Which material should we use? Answer: Alaskan Yellow Cedar is acceptable provided it is uniform in color. The beam shall be stained with a semi-transparent stain in a color selected by Architect and Owner. 23. Question: Please clarify where the power source is located, the voltage and amperage available at the power source, the location and size of the breaker that controls the circuit, and the size of the wire running from the breaker to the power source point for the electrical components shown in the plans, including: Schedule #1 GFCI outlet, Schedule #2 GFCI outlet, Schedule #5a GFCI outlet, Schedule #11 GFCI outlet, Schedule #15 ECA Horizontal sign lighting, Schedule #16 ECA Vertical sign lighting Answer: Power to existing powered devices located in Schedule 2, 15 and 5a areas are connected via 2” conduit to an exterior 100A 8 circuit panel located on the outside of the generator enclosure on the West side of the ARFF building. Power to the panel is 120/208 volt. Sheet F14 included with this addendum shows approximate location of existing conduit and amount and type of existing cabling back to contactor. Pull dedicated wire and new circuits for the sign lighting and GFCI’s in schedules 1, 2, 5a, 15, & 16. Sign and GFCI power in schedules 1 and 16, and 2 and 15 may share same 20A circuit. Add a bid alternate price to upgrade the existing 100A 8 circuit panel to a 100A 20 circuit panel. Add bid alternate price per #10 cable run, for extra cable runs to GFCI areas in Schedules 1, 2, and 5a, as conduit capacity permits, for future use. GFCI in Schedule 11 shall be removed as a bid requirement. See attached drawings: Note ECAT does not guarantee accuracy of these drawings. 24. Question: Is there a 2” water hydrant connection for hydro-mulching operations available on site, and where is it located? Answer: No. Fire hydrant located near airport administration building. Coordinate with Town of Gypsum for meter and rates, and connection size. 25. Question: L-1, Landscape Note 27 specifies the inclusion of “…Annual flower planting program (includes 2 plantings for the 1st year (spring and fall) and winter hand-watering as needed.” There aren’t any annual flowers that will survive through the winter in this location. Please clarify the intended results desired for the fall planting. Is it expected that the fall planting will be viable through the winter season? Answer: No the fall planting would include annuals better suited to shorter days and colder evenings such as Mums, Chrysanthemums, Sage and grasses. 26. Question: The Bid Form, Schedule #13 calls for a one year warranty on this portion of work. However, due to the natural life cycle limitations, annual flowers do not live through the fall and winter months. Is the one year warranty supposed to cover the annual flower plantings specified for the urns and baskets? Answer: No, also refer to answer #25 above. 27. Question: It appears from the plans and specs that all areas shown on the plans as Enhanced Native Seed Grass are to be cleared, grubbed, prepped and reseeded to create new stands of native grass even in the areas of existing native grass. Is this correct? Answer: Yes, as discussed at the prebid walk, please base your bids on the drawings and specs. These areas could be reviewed in further detail following award to ensure the best approach. 28. Question: L-1, Landscape Note 3 and L-4, Landscape Plant List specify “All landscape areas except for schedule #3, #8, #13, #14 and the raised planter portion of schedule #9 shall receive a minimum of 5 C.Y. per 1,000 S.F. of viable topsoil prior to the addition of soil amendments. However, L-1, Landscape Note 12 specifies “All areas except where specified on the drawings shall receive 3.5 C.Y. per 1000 S.F. minimum of viable topsoil prior to the addition of soil amendments. Which specification is correct? Answer: 5 C.Y. per 1,000 S.F. 29. Question: Who will be responsible for hand-watering the annual flower plantings in the urns and baskets during the summer? Answer: Airport Staff 30. Question: Estimate of cubic yards of stockpile soil on airport west of Airport Bldgs. Answer: Do not have an estimate of this yardage. 31. Question: Is dirt stockpile on northwest corner of airport usable for this project? Answer: Contractor is responsible to test for suitability and provide pricing for both scenarios. i.e. using existing and importing. 32. Question: Real sand is difficult to acquire locally, alternate such as fine chat or pulverized dirt suitable for fill directly over pipe/conduit? Answer: Backfilling irrigation mainline and lateral piping with the native soil is fine as long as all stones larger than 1 ½” are taken out of the spoils prior to backfilling. Conduit backfill must follow local codes and be addressed as part of the design build electrical plans. 33. Question: Any silt barrier required short or long term? Answer: Contractor is responsible to follow National, State and local codes for erosion control. 34. Question: On site project manager Norris Design or Eagle County representative, if Eagle County is this person knowledgeable of project and able to handle any questions or able to resolve quickly? Answer: On-site Owner project representative will be Eagle County Airport employee. Owner project representative will have resources available to resolve problems in a timely manner. 35. Question: Plant material list with acceptable variety of the general classification would be very helpful, Little Bluestem alone has at least three (3) varieties? Answer: Follow the plant list for bidding. Exceptions or substitutions will be addressed and considered following award. 36. Question: Any winter protection required for the Knockout Roses? Answer: No 37. Question: Clarification on work hours official sunset-sunrise, 7 days a week? Answer: 7:00am – 5:00pm, M-F. Extended hours/days available upon approval. 38. Question: Contractor liability for damage to utilities incorrectly located/marked? Answer: Yes, Contractor is responsible for locates and or potholing to ensure utilities are not damaged during construction. 39. Question: Hours when operation of irrigation system (non drip) is permitted? Low humidity and windy conditions when seedlings germinate can be detrimental? Answer: Follow specifications. Contractor methods and means will be considered following award. 40. Question: Is airport sure it wants to keep existing trees in planter well separating public parking and rental car parking separate? Answer: Several of these trees are highlighted to be removed. Additional removal may be appropriate for one or two others. We will decide following award. Bid as shown on the drawings. 41. Question: ‘Contractor responsibility for weeds beyond noxious weeds as identified by State of Colorado? Answer: Yes 42. Question: Zero tolerance for any vegetation beyond enhanced grass seeding area or minimal percentage? Answer: Follow drawings and specifications. 43. Question: Any excess cobble expected, if so where does contractor locate for Airport? Answer: No, it is anticipated that the cobble will come from existing landscape islands. 44. Question: Tree locations, any being placed directly over utilities? Answer: Not to our knowledge. Refer to Answer #38. 45. Question: Clarify duration of contractor’s responsibility for trash pickup, shrubs, grasses will collect debris blowing around by the wind? What constitutes trash or debris, cigarette butts, gum wrappers, gum, French fries etc.? Answer: Remove requirement weekly sweeping of walks and loose trash and debris, animal, and bird dropping removal from Section 320190, 5.08, A, C, & E. Windy and dry conditions exist. Dust control required and strictly enforced on areas affected by project. 46. Question: Bird dropping cleanup, trigger point by percentage or someone’s whim? Answer: Road, parking, and pedestrian surface contamination clean-up due to landscape project required on a daily basis. Remove requirement weekly sweeping of walks and loose trash and debris, animal, and bird dropping removal from Section 320190, 5.08, A, C, & E. 47. Question: Sharp Grass Seed in Healy, KS and Stock Seed in Murdock, NE acceptable vendors? Answer: Yes, Follow seed specs. 48. Question: Is dirt stockpile on northwest corner of airport usable for this project? Answer: If needed, accommodations can be made for access. Contractor responsible for loading, trucking, and clean-up of haul routes and loading area. 49. Question: Does the bid bond need to be with the bid? Then if we get the bid we do a performance bond? Answer: Performance and Payment Bonds are required only if awarded the contract. Bid Bond is required to be submitted with the bid. Additional Items of Note: 1. Traffic control required and safety clothing and equipment for all workers as required by local, state, and federal law. 2. Remove requirement of emptying dog stations weekly, Section 320190, 5.08, D 14 EXHIBIT B CONTRACTOR’S BID FORM IDTask NameDurationStart1SIGN CONSTRUCTION CREW28 daysWed 5/1/132Schedule 1528 daysWed 5/1/133Schedule 1623 daysWed 5/1/1345LANDSCAPE CREW 143 daysMon 4/1/136Schedule 5a10 daysWed 5/1/137Schedule 106 daysWed 5/15/138Schedule 114 daysThu 5/23/139Schedule 82 daysWed 5/29/1310Schedule 96 daysFri 5/31/1311Schedule 15 daysMon 6/10/1312Schedule 210 daysMon 6/17/131314LANDSCAPE CREW 238 daysWed 5/1/1315Schedule 312 daysMon 5/6/1316Schedule 45 daysWed 5/22/1317Schedule 5b5 daysWed 5/29/1318Schedule 65 daysWed 6/5/1319Schedule 72 daysWed 6/12/1320Schedule 122 daysFri 6/14/1321Schedule 132 daysTue 6/18/1322Schedule 145 daysThu 6/20/132324MAINTENANCE CREW0 days?Fri 7/19/1325Schedule 17261 daysFri 7/19/132627FINISH DETAILS15 daysMon 7/1/1328Finish Details15 days?Mon 7/1/13WTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSSMTWTFSMay 5, '13May 12, '13May 19, '13May 26, '13Jun 2, '13Jun 9, '13Jun 16, '13Jun 23, '13Jun 30, '13Jul 7, '13Jul 14, '13TaskSplitProgressMilestoneSummaryProject SummaryExternal TasksExternal MileTaskSplitPage 1Project: EGE_Schedule.mppDate: Mon 4/1/13