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HomeMy WebLinkAboutC14-467 Concrete Works of Colorado, Inc.CONTRACT AGREEMENT Eagle County Regional Airport Gypsum, Colorado AIP PROJECT NO. 3-08-0020-53 THI AGREE T, made and entered into this day of _ , 2014, by and between Eagle County, Colorado, Party of the First Part, hereinafter referred to as the "Owner", and Concrete Works of Colorado, Inc., Party of the Second Part, hereinafter referred to as the "Contractor," for the construction of airport improvement including Schedule I: Apron Reconstruction and Schedule II: Apron Reconstruction and Infield Area Improvements and other incidental work at the Eagle County Regional Airport. WITNESSETH: ARTICLE 1. It is hereby mutually agreed that for and in consideration of the payments as provided for herein to the Contractor by the Owner, the said Contractor shall furnish all labor, equipment, and material and shall perform all work necessary to complete the improvements in a good and substantial manner, ready for use, and in strict accordance with this Contract, a copy of which is filed pursuant to lav in the office of the legal representative of the Owner. ARTICLE 2. It is hereby further agreed that in consideration of the faithful performance of the work by the Contractor, the Owner shall pay the Contractor the compensation due him/her by reason of said faithful performance of the work, at stated intervals and in the amount certified by the Engineer, in accordance with the provisions of this Contract. ARTICLE 3. It is hereby further agreed that, at the completion of the work and its acceptance by the Owner, all sums due the Contractor by reason of his faithful performance of the work, taking into consideration additions to or deductions from the Contract price by reason of alterations or modifications of the original Contract or by reason of "Extra Work" authorized under this Contract, will be paid the Contractor by the Owner after said completion and acceptance. ARTICLE 4. It is hereby further agreed that any references herein to the "Contract" shall include "Contract Documents" as the same as defined in Paragraph 10-13, Section 10 of the General Provisions and consisting of the Invitation for Bid, Instruction to Bidders, all issued Addenda, Proposal, Statement of Qualifications, Anticipated Sub -Contracts, Form of Proposal Guaranty, Notice of Award, Contract Agreement, Performance & Payment bonds, Notice to Proceed, Notice of Contractor's Settlement, Wage Rates, General Provisions, Special Provisions, Plans, Technical Specifications, attached appendices and all documents incorporated by reference. Said "Contract Documents" are made a part of the Contract as if set out at length herein. Said Contract Agreement is limited to the items in the proposal as signed by the "Contractor" and included in the "Contract Documents." ARTICLE 5. The Contractor agrees to perform all the work describe in the Contract Documents for the unit prices and lump sums as submitted in the Bid, taking into consideration additions to or deductions from the Total Bid by reason of alterations or modifications of the original quantities or by reason of "Extra Work" authorized under this Agreement in accordance with the provisions of the Contract Documents. 00V( i ARTICLE 6. The Contractor agrees to commence work within thirty (30) calendar days after the receipt of a notice to proceed and the Contractor further agrees to complete said work within 300 calendar day(s). Extensions of the Contract time may only be permitted execution of a formal modification to Contract Agreement as approved by the Owner. Liquidated damages in the amount identified in Section 80-08 shall be paid to the Airport for that time which exceeds the number of Calendar days allowed in this paragraph. In addition, compensation for expenses incurred for unscheduled employment of the Engineer, the construction manager, and each additional resident engineer plus any incurred expenses (per diem, lodging, etc.) will be charged to the Contractor for that time which exceeds the number of Calendar days identified in Section 80-08. Further, each phase of work under the project has additional liquidated damage clauses, as outlined in Section 80- 08 FAILURE TO COMPLETE ON TIME. The total estimated cost for AIP project #3-08-0020-53 thereof to be eight million, six hundred seventeen thousand, four hundred thirty dollars and 00/100 cents ($8,617,430.00). IN WITNESS WHEREOF, the Party of the First Part and the Party of the Second Part, respectively, have caused this Agreement to be duly executed in day and year first herein written in five (5) copies, all of which to all intents and purposed shall be considered as the original. CONTRACTOR, Party of the Second Part Concrete Works of Colorado, Inc. By: Richard Brasher, Vice President Office or Posinon of Signer) (SEAL) ATTEST: ReaAnn Fletcher, Contracts Manager (Office or Position of Signer By: 41 Wi' -4 A _N: -moi Office or Position of Signer) SACze (SEAL) e ATTE n� (Office or Position of Signer; Bond No. 34BCSGN9747 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That Concrete Works of Colorado, Inc., as Principal, hereinafter called Contractor, and Hartford Fire Insurance Company as Surety, licensed to do business as such in the State of Colorado, hereby bind themselves and their respective heirs, executors, administrators, successors, and assigns, unto Eagle County, Colorado, as Obligee, hereinafter called Owner, in the penal sum of eight million, six hundred seventeen thousand, four hundred thirty dollars and 00/100 cents ($8,617,430.00) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. WHEREAS, Contractor has by written agreement, entered into a contract with Eagle County, Colorado for Schedule I: Apron Reconstruction and Schedule II: Apron Reconstruction and Infield Area Improvements, which contract, including any present or future amendment thereto, is incorporated herein by reference and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if the Contractor shall promptly and faithfully perform said Contract including all duly authorized changes thereto, according to all the terms thereof, including those under which Contractor agrees to pay legally required wage rates including the prevailing hourly rate of wages in the locality, as determined by the Department of Labor and Industrial Relations or by final judicial determination, for each craft or type of workman required to execute the contract, and, further, shall defend, indemnify and hold the Owner harmless from all damages, loss and expense occasioned by any failure whatsoever of said Contractor and Surety to fully comply with and carry out each and every requirement of the contract, then this obligation shall be void; otherwise it shall remain in full force and effect. In the event that Contractor shall be and is declared by the Owner to be in default under the Contract, the Owner having performed its obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and the Owner, and make available as Work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable here under, the penal sum of the bond. The term "balance of the contract price", as used in this paragraph, shall mean the total amount payable by the Owner to Contractor under the Contract and any amendments thereto, disbursed at the rate provided in the original contract, less the amount properly paid by the Owner to the Contractor. If the completion contract provides for more rapid payment than the Contract, then Surety shall advance such sums as are needed to make payment as provided in the completion contract and shall recover it from the Owner when payment from the Owner is due. No suit shall be commenced or pursued hereunder other than Pia state court of competent jurisdiction in Eagle County, Colorado, or in the United States District Court for the District of Colorado. WAIVER. The said surety, for value received, hereby expressly agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder, shall in any wise affect the obligations of this bond; and it does hereby waive notice of any such change, extension of time, or alteration or addition to the terms of the contract or the work to be performed thereunder. IN WITNESS WHEREOF, the above parties have executed this instrument the 2y44, day of d�eA-ot,�-y 22014. SIGNATURE OF PRINCIPAL (as applicable) A. Individual, partnership or joint venture B. Corporation i�O(kSO`f U� I-- A rrti 1 (Signature of sole proprietor or general partner) Concrete Works of Colorado, Inc. n Name of Corporate Principal .i�.4•� By Secretary (affix seal) DF SURETY Name and address of Corporate Surety ACCEPTANCE BY The foregoing bond is approved. Date Hartford Fire Insurance Company One Hartford Plaza, Hartford, CT 06115 By (seal) Attomein Fact (attach power of alto ) Varlene Krings The foregoing bond is in due form according to law and is approved. Date By Mond No. 34BCSGN9747 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: That Concrete Works of Colorado, Inc., as Principal, hereinafter called Contractor, and Hartford Fire Insurance Company as Surety, licensed to do business as such in the State of Colorado, hereby bind themselves and their respective heirs, executors, administrators, successors, and assigns, unto Eagle County, Colorado, as Obligee, and hereinafter called Owner, in the penal sum of eight million, six hundred seventeen thousand, four hundred thirty dollars and 00/100 cents ($8,617,430.00) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement, entered into a contract with Eagle County, Colorado for Schedule I: Apron Reconstruction and Schedule II: Apron Reconstruction and Infield Area Improvements, which contract, including any present or future amendment thereto, is incorporated herein by reference and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if in connection with the Contract including all duly authorized modifications thereto, prompt payment shall be made to all laborers, subcontractors, teamsters, truck drivers, owners or other suppliers of equipment employed on the job, and other claimants, for all labor performed in such work whether done for the prime contractor, a subcontractor, the Surety, a completion contractor or otherwise (at the full wage rates required by any law of the United States or of the State of Colorado, where applicable), for services furnished and consumed, for repairs on machinery, for equipment, tools, materials, lubricants, oil, gasoline, water, gas, power, light, heat, oil, telephone service, grain, hay, feed, coal, coke, groceries and foodstuffs, either consumed, rented, used ore reasonably required for use in connection with the construction of the work or in the performance of the Contract and all insurance premiums, both for compensation and for all other kinds of insurance on the work, for sales taxes and for royalties in connection with, or incidental to, the completion of the Contract, in all instances whether the claim be directly against the Contractor, against the Surety or its completion contractor, through a subcontractor or otherwise, and, further, if the Contractor shall defend, indemnify and hold Eagle County, Colorado harmless from all such claims, demands or suits by any such person or entity, then this obligation shall be void; otherwise it shall remain in full force and effect. Any conditions legally required to be included in a payment bond on this contract, including but not limited to those set out in the applicable Colorado state section of the Owner Charter, are included herein by reference. The Surety agrees that, in the event that the Contractor fails to make payment of the obligations covered by this bond, it will do so and, further, that within forty-five (45) days of receiving, at the address given below, a claim here under stating the amount claimed and the basis for the claim in reasonable detail, it (a) will send an answer to the claimant, with a copy to the Owner, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed and (b) will pay any amounts that are undisputed. The amount of this bond shall be reduced by and to the extent of any payment of payments made in good faith here under. While this bond is in force, it may be sued on at the instance of any parry to whom any such payment is due, in the name of the Owner, to the use of such parry. The Owner shall not be liable for the payment of any costs or expenses of any such suit. No suit shall be commenced or pursued hereunder other than in a state court of competent jurisdiction in Eagle County, Colorado, or in the United States District Court for the District of Colorado. WAIVER The said Surety, for value received, hereby expressly agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder, shall in any wise affect the obligations of this bond, and it does hereby waive notice of any such change, extension of time, or alteration or addition to the terms of the contract or the work to be performed thereunder. IN WITNESS WHEREOF, the above parties have executed this instrument the 2,4 day of [acro V"O— %r SIGNATURE OF PRINCIPAL (as applicable). A. Individual, partnership or joint venture B. Corporation �ptks of C _ Secretary (affix seal) ACCEPTANCE BY The foregoing bond is approved. Date LM (Signature of sole proprietor or general partner) Concrete Works of Colorado, Inc. Name of Corporate Principal By Name and address of Corporate Surety Hartford Fire Insurance Company One Hartford Plaza, Hartford, CT 06115 ����pp�"�, r By W (seal) AttorneYin Fact (attach power of attey) llarlene Krings The foregoing bond is in due form according to law and is approved. Date By Direct Inquiries/Claims to: POWER OF ATTORNEY Tone artfRTord aza ORD BOND, T-4 Hartford, Connecticut 06155 call: 888-266-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 34-340869, 34-342316, 34-341738, 34-343634 X= Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut X� Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana 0 Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: Katherine E. Dill, K'Anne E. Vogel, Loree Vanderhye, Melanie Lathouwers, Russell D. Lear, Chris Richmond, Russell Michels, Darlene Krings, Diane Clementson, Kelly T. Urwiller, Jennifer Winter, Wesley J. Butorac, Steven J. Blohm of Denver, Fort Collins & Greeley CO their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on August 1, 2009 the Companies have caused these presents to be signed by its Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. TV it rs ��� � � a �� �• t ntosoa e?19€ I\ D 7 s f 7949 97 10- W. 3 - Wesley W. Cowling, Assistant Secretary STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD M. Ross Fisher, Vice President On this 12th day of July, 2012, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. • r Kathleen T. Maynard Notary Public CERTIFICATE My Commission Expires July 31, 2016 I, the undersigned, Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of Signed and sealed at the City of Hartford. �•� ��v,�e•.i•.rti`�s a 10� f � =''rte 70?-= '�' waoao� 3 �ri 1097 =' • �r M1'• j�' ' _ `' • �►� _r'4 ! `annhtv.� • �••NIw► C,t,°: 1979 ♦F s -s IDT 9j ? 1949 • + '4a.�.:� ��wazN yip's la�� • ;'yo; 'argoi5 �.ri.•.,,.t�' •�:.r�o�sd`. Gary W. Stumper, Vice President Client#: 38091 CnNW01 ACORD. CERTIFICaTE OF LIABILITY INSURA..CEDATE(MMIDD/YYYY) 12/08/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Flood & Peterson Ins., Inc. P. 0. BOX 578E Greeley, 12 80632 970 356-0123 CT Heather Lee 720-977-6016 F 720-977-7113 Ext): A/c No -MAIL ss: HLee@FloodPeterson.com IINSURER INSURERS) AFFORDING COVERAGE NAIC # A: Travelers Insurance Company INSURED Concrete Works of Colorado, Inc. 1260 Rock Creek Circle INSURER B: Plnnacol Assurance INSURER C : INSURER D: Lafayette, CO 80026 PREMISES EaEoNccu D nce $ 300 OOO INSURER E: INSURER F: uuvEiRAGES CEKI IFICATE NUMBER: RFVIRIfVJ IdIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MMIDDNMI IMM1DDfYYYY)LIMITS A GENERAL LIABILITY DTC0325D58321ND14 1/01/2014 11/01/2015 EEACH�OECCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES EaEoNccu D nce $ 300 OOO FXOCCUR t OCCUR MED EXP (Any one person) s5,000 X PD Ded:5,000 PERSONAL BADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY X j RQ El LOC DT810325D5832TIL14 $ A AUTOMOBILE LIABILITY 11/01/2014 11/01/201 COMBINED SINGLE LIMIT Ea accident)$1 ,000,000 X ANY AUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY Per accident $ ( ) X HIRED AUTOS X NON -OWNED PROPERTY DAMAGE $ AUTOS Per accident A X UMBRELLALIAB X OCCUR CUP325D5832TIL14 1/01/2014 11/01/201 EACH OCCURRENCE $10.000.000 EXCESS LIAB CLAIMS -MADE AGGREGATE $10,000,000 DED I X RETENTION $10000 $ B WORKERS COMPENSATION 4062790 1/01/2014 11/01/201 X WCSTATU- OTH- ITORY I AND EMPLOYERS' LIABILITY N YIN LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? aN / A E.L. EACH ACCIDENT $500 OOO (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $500,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $500,000 A Inst. Floater QT660143D5454TIL14 1/01/2014 11/01/2015 $2,000,000/$1,000 Ded. A Leased/Rented Equ QT660142D6562TIA14 1/01/2014 11/01/201 $600,000/$5,000 Ded. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Eagle County Regional Airport, Gypsum, Colorado, AIP Project No. 3-08-0020-53, Schedule I: Apron Reocnstruction and Schedule II: Apron Reconstruction and Infield Area Improvements Eagle County, Colorado is included as Additional Insured as required by written contract with respects to liability arising out of work performed by the named insured. Eagle County, Colorado PO Box 850 500 Broadway Eagle, CO 81631 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S955270/M946875 KXG This page has been left blank intentionally. 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 634 635 626 627 638 629 630 631 632 633 634 635 636 637 638 CONTRACT PROPOSAL TO: Eagle County Regional Airport Gypsum, Colorado 1. The undersigned hereby certifies that they have examined the form of contract, plans and specifications and other associated Contract Documents for the improvement of Eagle County Regional Airport, Project No. 3-08-0020-53. The undersigned further certifies that he/she has examined the site of the work, has determined for himself/herself the conditions affecting the work and subject to acceptance of the proposal, agrees to provide at his/her expense, all labor , insurance, superintendence, machinery, plant, equipment, tools, apparatus, appliances, and means of construction, and all materials and supplies complete the entire work, including work incidental thereto, in conformance with the plans, specifications, and associated contract documents. 2. The undersigned acknowledges that the Contract Documents consist of the Invitation for Bid, Instruction to Bidders, all issued Addenda, Proposal, Statement of Qualifications, Anticipated Sub -Contracts, Form of Proposal Guaranty, Notice of Award, Contract Agreement, Performance & Payment bonds, Notice to Proceed, Notice of Contractor's Settlement, Nage Rates, General Provisions, Special Provisions, Plans, Technical Specifications, attached appendices and referenced documents. 3. The undersigned, in compliance with your Invitation for Bids dated July 31, 2014, hereby proposes to do the work called for in said contract and specifications and shown on said plans and to furnish all materials, tools, labor, and all appliances and appurtenances necessary for the said work at the following at the following rates and prices: 4. Bid Spreadsheet begins on page 2-33. TOTAL BID (Base Bid) _ TOTAL BID IN WORDS The undersigned understands that the above quantities of work to be done are approximate only and are intended principally to serve as a guide in evaluating the bids. 5. It is understood that the schedule of minimum wage rates, as established by the Secretary of Labor and included in the Specifications, are to govern on this project, and the undersigned certifies that s/he has examined this schedule of wage rates and that the prices bid are based on such established wage rates. G. The undersigned prime contractor, if not a certified DBE, hereby assures that they will make sufficient and reasonable efforts to meet the DBE goals, that they will subcontract 1.1 percent of the dollar value of the prime contract to DBE firms, and that they will include the DBE clauses required by the sponsor's DBE Program in all subcontracts which offer subcontracting opportunities. The undersigned will complete and submit with the bid the attached DBE Participation Form. If unable to meet the project goal, the undersigned shall submit a demonstration of good faith effort in accordance with Special Provisions, Part B, Section 3.3 of the Contract Documents. Issued for Bid July 10, 2014 Division 2.1 Jvianon, Inc. AIP No. 3-08-0020 53 639 7. The undersigned agree upon written notice of the acceptance of this bid, that within ten (10) 640 days after the award, that s/he will execute the contract in accordance with the bid as 641 accepted and give contract (Performance and Payment) bonds on attached forms. 643 643 8. The undersigned further agrees that if awarded the contract, s/he evill commence the work 644 within ten (10) calendar days after the receipt of a notice to proceed and that s/he will 645 complete the work within 300 calendar day(s). No work may be done when the temperature 646 is below 40 degrees Fahrenheit, except at the discretion of the engineer. An extension of 647 time may be allowed when extra or additional work is ordered by the engineer. Liquidated 648 damages in the amount identified in Section 80-08 shall be paid to the Airport for that time 649 which exceeds the number of calendar day(s) allowed in this paragraph. In addition, 650 compensation for expenses incurred for unscheduled employment of the Engineer, the 651 construction manager, and each additional resident engineer plus any incurred expenses (per 652 diem, lodging, etc.) will be charged to the Contractor for that time which exceeds the 653 number of calendar day(s) identified in Section 80-08. Further, each phase of work under 654 the project has additional liquidated damage clauses, as outlined in Section 80-08 FAILURE 655 TO COMPLETE ON TIME. 656 657 9. As an evidence of good faith in submitting this proposal, the undersigned encloses a certified 658 check or bid bond in the amount of fwt_ Perre,,t of To+aj INA dollars 659 ($ — 5 % --- ) which, in case the undersigned refuses or fails to accept an award and 660 to enter into a contract and file the required bonds within the prescribed time, shall be 661 forfeited to the Eagle County Regional Airport, Eagle County, Colorado, as liquidated 662 damages. 663 664 10. By entering into this contract, the Contractor certifies that neither it (nor s/he ) nor any 665 person or firm who has an interest in the Contractor's firm is a person or firm ineligible to 666 be awarded Government contracts by virtue of Section 3(a) of the Davis -Bacon Act or 29 667 CFR 5.12(a)(1). 668 669 11. No part of this contract shall be subcontracted to any person or firm ineligible for award of 670 a Government contract by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 671 5.12(a)(1). 672 673 12. The undersigned hereby declares that the only parties interested in this proposal are named 674 herein, that this proposal is made without collusion with any other person, or corporation. 675 That no member of the council, officer or agent of Eagle County, Colorado, is directly or 676 indirectly financially interested in this bid. 677 678 13. The undersigned acknowledges receipt of the following Addendums; 679 680 Addendum No. I Date Received ? 2 3 I 681 Addendum No. oZ Date ReceivedW-115/114 682 Addendum No. Date Received 683 Addendum No. Date Received 684 Addendum No. Date Received 685 Issued for Bid Division 2-2 Jviation, Inc. July 10, 2014 AIP No. 3.08.0020-53 686 687 688 689 690 691 693 693 694 695 696 697 L SIGNATURE OF BIDDER: By Name and 1 itle of Authorized Agent ReaA m P(c}iu-1 (;0,'� m- 5 jL(a�ri 44' Cnclr��L i irk$ OP color���nc. ��JJ Name of Company Wag 1�or C.r'c�k C`rcIt ' y�IOtt U 80021 Address of Company Issued for Bid July 10, 2014 Division 2.3 Jviation, Inc. AIP No. 3.08-0030-53 698 Issued for Bid Division 2 d Jvtatton, Inc. July 10, 2014 AIP No 3 08 0020-53 699 BID BOND 700 701 KNOW AIL MEN BY THESE PRESENTS, that _ Concrete Works of Colorado. Inc 702 12M Rock Creek Circle, Lafayette, CO 80026 as Principak hereinafter called Contractor, and 703 Hartford Fire Insurance Company , licensed to do business as such in the State of 704 Colorado, as Surety, hereby bind themselves and their respective heirs, executors, administrators, 705 successors, and assigns, unto Eagle County, Colorado, as Obligee, in the penal sum of 706 5% of the total amount of the bid Dollars (f -" ) for the payment whereof 707 Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, 708 jointly and severally, by these presents. 709 710 WHEREAS, 711 712 The Contractor has submitted to the Obliges, a contract bid dated the 31st day 713 of July, 2014 for the following contract: 714 Epole County Airport - Apron Reconstruction 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if the Contractor bid is accepted by the Obligee and the Contractor is awarded the contract in whole or in put, the Contractor shall enter into the Contract with the Obligee in accordance with the tears of such bid, give such Payment and Performance Bonds as may be specified in the Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof; or in the event of failure of the Contractor to enter such Contract and give such bond or bonds, if the Contractor shall promptly pay the Obligee the amount of this bond as set forth herein above, then the obligation shall be null and void, otherwise this obligation will remain in full force and effect. IN WITNESS WHEREOF, the above parties have executed this instrument, the 31 st day of July v2014. A Individual, partnership or joint venture B. Corporation Attest: / /V . (5ignauue of sole propdMr or gena! parmer) Concrete Works of Colorado, Inc Name of Corpoam Pda4W By 'Re,,- A.,., r -Let vkxe-r, Con Irae,ls M 44T4' Division 2-5 Jviation, Inc. AIP No. 34)8-0020.53 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 Name and address of Corporate Surety Hartford Fire Insurance Company One Hartford Plaza, Hartford, CT 06115 By {seal) Attomey In Face (atdch pAw of ) Darlene Krings The foregoing bond is approved. Date I By The foregoing bond is in due form according to law and is approved Date I By Issued Cor Bid July 10, 2014 Division 2-6 Jviaelon, Inc. .AIP No. 3408.0020-53 Direct Inquiries0alms to: POWER OF ATTORNEY THE HARTFORD BOND, T-0 One Hartford Plaza Hartford, Connecticut 06155 call: 888-266-3488 or lax: 86D-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 34340869, 34.342316, 34-341738, 34-343634 0 Hartford Fire Insurance Company, a corporation duty organized under the laws of the State of Connecticut 0 Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana FX -1 Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut O Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Q Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Q Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana Q Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited. Katherine E. Dill, K'Anne E. Vogel, Loree Vanderhye, Melanie LathotJtvers, Russell D. Lear, Chris Richmond, Russell Michels, Darlene Kdngs, Diane Clementson, Kelly T. Unviller, Jennifer Winter, Wesley J. Butorac, Steven J. Blohm of Denver, Fort Collins & Greeley CO their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(les) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written Instruments In the nature thereof, on behalf of the Companies In their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on August 1, 2009 the Companies have caused these presents to be signed by Its Vice President and Its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. �+ If �7 L 0 • a • a • A s �1�� .i., '�rN,r,Y N!', � �•�tM' IOT�•,F c�rD7o�F � I9t1 10—PAP W Wesley W. Cowling, Assistant Secretary STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD ) M. Ross Fisher, Vice President On this Ie day of July, 2012, before me personally came M. Ross Fisher, to me known, who being by me duly swam, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he Is the Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. • �IAlrt • Kathleen Ir Maywd Notary Pubtic CERTIFICATE My Commission Expires July 31, 2016 I, the undersigned, Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which Is still in full force effective as of July. 31, 2014 Signed and sealed at the City of Hartford. +`•'tom,+ `�'� ,�+r� 3 � Gae.•,aq;,'� . ►OST � �r'•1 L ' +a""'br G r r i lf�T n • _ � R • � ��+� '`,ir,r,r,p�, • ��� Jp�9 � � rytG �� � r9Tf ws eta 's•. . •1 ,¢r Gary W. Stumper, Vice President 767 768 769 770 771 773 773 774 775 776 777 778 779 780 781 78"_ 783 784 785 786 787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810 811 813 813 814 CONTRACTOR INFORMATION 1. Name of Bidder/Contractor: C akCr+r ic_ LJ Ori nj=` Colocarbi hn, . 2. Type of Business Entity: 1'Ihrpav-et 44okn NOTE: If bidder is partnership or joint venture, give full names of all partners or joint ventures. Bid must be signed by all Joint Ventures. If bidder is a limited liability company, bid must be signed by an authorized manager (may be signed by member - manager if LLC is organized to allow management by members). 3. Address of Contractor: 1210 D Qpe_K C.4 g.K Ure j< LaPa.g e. �t , CO Soo 2-(o 4. Telephone: 303- G,65-- -R93,31 !;XT- $10 Fax. 303- InteS -2991ta Email: rea..&nrtT & c Ajr-- ervt& ;1. enrr, 5. Established where and when: 0nto ra.&.�_�+ t��e 21g, 1g10 6. Contractor's Banking Information: (,&jP Ij,5 1,:jJ J� ban)G 1bug 5�ansbf-rM 303'S!o_3-(aZI 7. Principal Officers of Contractor (managers and members if LLC): Name: on -re- Lenar - Name: Title: Pr-e-1Aeni-ZQW11,Pr Title: Name: ? r.k nj Pbra ake;ic Name: Title: Vice, pre_na ke n t I Title: Name: hareen VI,t.una,j a Name: Title: �5errs .4-a x, r ��r�c r Title: Issued for Bid July 10, 3014 Division 2.7 Jviation, Inc. AIP No. 3.08.0020.53 815 8. 816 817 818 819 9. 820 821 10. 822 823 11. 824 825 826 837 838 839 12. 830 831 832 833 13. 834 835 836 837 838 839 840 841 842 843 844 845 Bidder's/Contractor's state of incorporation (state of organization if an LLC or Partnership): Bidder's Surety: I e— Hart ii r -f -I Surety's State of Incorporation: Gnne e. -iii C,u f Name and Address of person to receive payment ]d acale- ( pN5 nX Lu&:.jt H -e, CO 5002(0 F— If the Bidder/Contractor is a Joint Venture, it shall attach a certified copy of the Joint Venture Agreement. The Joint Venture Agreement will not be included as part of the Contract Documents. The Bidder/Contractor shall identify allapplicable labor agreements (if any) to be used in the performance of the work: M o.n,P . Issued for Bid Division 2-8 Jviation, Inc. July 10, 2014 AIP No. 3.08.0020.53 T ? T Y 00 OD 00 OD a� b p u C r u n AW a D C V J p uz V k R R X az u L U oU u # C � q m e e U � c can �o u o aZ u te ` u Nr 1 ._ CA- v m ci —� z o - If f� y u v Ja p CU. � Ll C p 0 in � 64 C c c ez L U J � V V as c c m o. c ,o o .0 0 U O O in x ' in v4 to 4 O EfY c r. e: z r_ ai U V U U �L I 1111 ""0 ""o Y L V L L n in n� v`n u�i in uu n 00 0000 OC 00 00 00 0o 0 z u M A '^ ro Go 0o f tb '>4 6 Z 2 0 859 860 861 862 863 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 898 899 900 901 l DISADVANTAGED BUSINESS UTILIZATION COMMITMENT ✓ The bidder agrees to expend at least 2 •a ° o DBE utilizadon on this project. The bidder (if unable to meet the goal of % DBE) is committed to a minimum of Do DBE utilization on this project and has submitted documentation showing good faith effort. NOTE: Failure to submit a "Good Faith Effort" at the time of the Bid opening may result in the bid being considered as non-responsive. For the purposes of this commitment, the term "Disadvantaged Business Enterprise" shall mean a business: a. Wlhich is at least 51 percent owned by one or more minorities or women, or in the case of a publicly owned business, at least 51 percent of the stock of which is owned by one or more minorities or women; and b. Whose management and daily business operations are controlled by one or more such individuals. "Disadvantaged Group Member" or "Disadvantaged" means a person who is a citizen or lawful, permanent resident of the United States, and who is: a. Black (a person having origins in any of the black racial groups of Africa); b. Hispanic (a person of Spanish or Portuguese culture, with origins in Mexico, South or Central America, or the Caribbean Islands, regardless of race); C. Asian American (a person having origins in any of the original peoples of the Far East, Southeast Africa, the Indian subcontinent, or the Pacific Islands); d. American Indian or Alaskan Native (a person having origins in any of the original peoples of North America); C. Member of other groups, or other individuals, found to be economically and socially disadvantaged by the Small Business Administration under Section 8(a) of the Small Business Act, as Amended 15 U.S.C. 637 (a); f. A female person who requests to be considered as a DBE, and who "owns" and "controls" a business as defined herein. Issued for Bid Division 2 It Jviation, Inc. July 10, 2014 All? No. 3.08-0020.53 902 Disadvantaged Business Enterprises may be employed as contractors, subcontractors, or 903 suppliers. 904 Date: .0 l f 31. 1014 905 906 1&l g rks. or Co 10 ra_do, I,tic.— 907 Company 908 �t 909 Rer, A—enn FI CJ'LV�t./'�-C�1tY1CrL'�+S M �y�f 910 Authorized Agent (print) cj 911 913 913 54,mature of Authorized Ayent 914 Issued Cor laid Division 2-12 jvtauon, Inc. f my 10, 2014 A1P No. 3-08-0020-53 915 916 917 918 919 920 921 977 923 924 925 926 927 928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 DBE PARTICIPATION FORM The undersigned, hereby assures that s/he will ensure DBE participation for the amount(s) shown, if awarded a contract for this project in the amount of $: 46it 4.33- Name of DBE Firm: iC A 11n,4- .S2C/e71tS DBE contract amount: S /G6T Slam/ Percent of total contract: J,03 % DBE Firm Address: .2000 e4/a a si iJ �c e7o d DBE contact person: Name: 10 AO rl %; �(E 4 Phone: .-?03 -7el- 4590 The DBE is a: ❑ Prime Contractor ® Subcontractor ❑ Manufacturer ❑ Supplier Category of DBE: ❑ Native American ❑ Hispanic ® Asian Pacific ❑ Black ❑ Non minority Woman ❑ Other Work to be performed by DBE: e 'Ieshl DBE certification Agency: `` o , t Expiration Date: a copy of the latest DBE Name of DBE Firm: .TIS I'UC�� InC DBE contract amount: S 2L / 2 S % Percent of total contract: V Z % DBE Firm Address: 3y3S/ �yO.SL �✓ee J DBE contact person: Name: x lesceS /"o if e G Phone: 974 JDY /�1/ V The DBE is a: ❑ Prime Contractor Subcontractor ❑ Manufacturer ❑ Supplier Category of DBE: ❑ Native American ©Hispanic ❑ Asian Pacific ❑ Black ❑ Non minority Woman ❑ Other Work to be performed by L DBE certification Agency: Expiration Date: (Please include a copy of the latest DBE certification) Issued for bid July 10, 2014 Division 2.13 Jviaaon, Inc. All? No. 3 08 0020 53 951 952 953 954 955 956 957 958 959 960 961 962 963 964 965 966 967 968 969 970 971 972 973 974 975 976 977 978 979 980 981 982 l Name of DBE Firm: L� A jT � Lk ¢S bi e - Ag, d e S -J/yAiu 9'R c DBE contract amount: $701. /.2 r'. Percent of total contract: 0.49- ° o DBE Firm Address: 164? -.UC4OnF'A 4y L Di Am., .0 (W ,,r'L7�� / DBE contact person: Name: Phone: ,109-373-/773 The DBE is a: ❑ Prime Contractor ❑ Subcontractor ® Manufacturer ❑ Supplier Category of DBE: ❑ Native American ❑ Hispanic ❑ Asian Pacific ❑ Black ® Non minority Woman ❑ Other Work to be performed by DBE: DBE certification Agency: t1 1o1Qr - n �w4 ofc %/ari CDa t -la -h Expiration Date: (Please include a copy of the latest DBE certification) Name of DBE Firm: DBE contract amount: $ Percent of total contract: R.6 DBE Firm Address: DBE contact person: Name: Phone: The DBE is a: ❑ Prime Contractor ❑ Subcontractor ❑ Manufacturer ❑ Supplier Category of DBE: ❑ Native American ❑ I Iispanic ❑ Asian Pacific ❑ Black ❑ Non minority Woman ❑ Other Work to be performed by DBE: DBE certification Agency: Expiration Date: (Please include a copy of the latest DBE certification) Issued for Bid Division 2-14 Jriadon, Inc. July 10, 2014 AIP No. 3.08.0020-53 DBE Prime Contractor DDE Subcontractor DBE Supplier * DBE Manufacturer Total Amount DBE $ Amount S 39/. d�oS S -70.1,120, Total 0.1,/L0- DBE Goal * Only 60% credit allowed for DBE t $ DBE Credit % DBE Participation $ , Nro f6 s �.y5 % x 0.60 s % $ 76 ,, l2 k o ,y5 iia $ 0l, i33 .g 983 984 If the toud DBE participation shown is less than the DBE goal required by the specifications, you must 985 attach documentation of your good faith efforts to achieve the goal. 986 987 The bidder agrees to certify that the disadvantaged fusn(s) engaged to provide materials or services in 988 the completion of this project: 989 990 a. is a bona Fide Disadvantaged Business Enterprise, and; 991 993 b. has executed a binding contract to provide specific materials or services for a specific 993 dollar amount. 994 995 The bidder will provide written notice to Eagle County, Colorado indicating the Disadvantaged 996 Business Enterprise(s) it intends to use in conjuncdon with this contract. This written notice is to be 997 submitted with the bid proposal. Certification that the Disadvantaged Business Enterprise(s) has 998 executed a binding contract with the bidder for materials or services should be provided to Eagle 999 County, Colorado. Breach of this commitment constitutes a breach of the bidder's contract if awarded. 1000 1001 The undersigned hereby certifies that he or she has read the terms of this commitment and is 1002 authorized to bind the bidder to this commitment. 1003 1004 1005 Date: yLh, 31, zo m 1006 1007 1008 ` [Ar r G.inca^e_*c. k.�Qc�LS -DP—C.oto�0.Ao 1009 Company 1010 1011 Uzi .Am, rttl c hurt L'on i ra�S l�{awz� t� 1012 .\uthodrLd \gent (pnnr 1013 l} 10[x} �l 1015 Signature of \utixtnred \gent 1016 Issued for Bid DiNision 2-15 Jviation, Inc. July 10, 2014 All? No. 3.08 0020.53 k.•ololauo Willieu �-eruncauon rrublarri Vendor Information CLOSEWINDOW 0 HELP Vendor Information Certifying Agency Business Name JP Trucking, Inc. Owner Mr. Jesus Ponce Address 3434 Gypsum Creek Road > Mao This Address Gypsum, CO 81637-0854 Phone 970-524-1414 Fax 970-524-3434 Email dirttaxWearthlink.net Ethnicity Hispanic Gender Male Certification Information Certifying Agency Colorado Department of Transportation Certification Type DBE - Disadvantaged Business Enterprise Certified Business 2 eligible to be counted Description Work Codes CO UCP NAICS Gravel hauling- local 484220 CO UCP NAICS Top soil hauling, local 484220 Customer support Print This Paae Copyright ts7 2014 132Gnow. All rights reserved - rage i or t i�ttnr•//nn��nn rii+nn�rctnm rnm/T-.inn/L'nri/llahrin�C nnrnL�D��i�tinl'lotnit ocn9Vlr1=F.G(�A Pr'TTiar i�Zi �7 (11 /1 STATE OF COLORADO DEPARTMENT OF TRANSPORTATION Civil Rights & Business Resource Center a>b OT 4201 East Arkansas Avenue, Room 150 Denver, Colorado 80222r��rrrAra Main: 303-512-4140 oe rLa+t of mmw""9d4 Fax: 303-952-7091 March 28, 2014 Ms. Connie Lightcap LIGHTCAP INDUSTRIES INC DBA J C SUPPLY & MANUFACTURING 1612 S. CUCAMONGA AVENUE, ONTARIO, CA 91761 Dear Ms. Lightcap, The Colorado Department of Transportation's (CDOT) Civil Rights & Business Resource Center is pleased to inform you that LIGHTCAP INDUSTRIES INC DBA J C SUPPLY & MANUFACTURING is certified as a Disadvantaged Business Enterprise (DBE) pursuant to the U.S. Department of Transportation's Regulation 49 CFR Part 26. Your firm will be listed on the Colorado Unified Certification Program's (UCP) on-line directory of eligible firms at htto://www.coloradodbe.org/. LIGHTCAP INDUSTRIES INC DBA J C SUPPLY & MANUFACTURING is eligible to participate as a Disadvantaged Business Enterprise (DBE) on US Department of Transportation financially -assisted projects in Colorado In the work codes shown below. Only the work codes appearing as part of your firm's listing on the directory are eligible to be counted toward Disadvantaged Business Enterprise (DBE) participation. It is your responsibility to manage your firm's work codes to ensure they are correct. CO UCP NAICS-339999: ALL OTHER MISCELLANEOUS MANUFACTURING The anniversary date of your firm's certification is April 30, 2015. You will be notified 45 days prior to the anniversary date that eligibility must be re-evaluated. The notification provides documents, with instructions, to submit to the Civil Rights & Business Resource Center. However, if you do not receive notification from this office, it is your responsibility to contact us. Pursuant to 49 CFR 26.830), submittal of this Information is required to ensure that there is no interruption In your firm's status as a certified firm. If any change occurs in the firm's legal structure, ownership, management, control, or work performed, you must notify the Civil Rights & Business Resource Center immediately. If you have questions or require assistance, please contact the Civil Rights & Business Resource Center at 303 512.4140 ly L€ijenberg, Se 'o Cerlloc on Analyst -ado Department f rai spArtation Rights & Business esoufce Itenter �O DENVER r THE MILE HIGH CITY 6/4/2014 Shan Tai Yeh Yeh & Associates, Inc. 2000 Clay Street, Suite 200 Denver, CO 80211 Dear Shan Tai Yeh: Office of Economic Development Division of Small Business Opportunity 201 w Colfax Ave, Dept 907 Denver, CO 80202 p: 720.913.1999 f: 720.913.1809 www.clenvergov,orgIclsbo Denver International Airport Airport Office Building, Suite 7810 8500 Pena Blvd Denver, CO 80249 p: 303.342.2180 f: 303.342.2190 www.flydenver.com The City and County of Denver, Division of Small Business Opportunity (DSBO) is in receipt of your renewal application for Yeh & Associates, Inc.. We are extending your certification while your application is in process Therefore, Yeh & Associates, Inc. will have the following certification(s) until September 12 2014. ❑ Airport Concessionaire Disadvantaged Business Enterprise (ACDBE) ® Disadvantaged Business Enterprise (DBE) ❑ Small Business Enterprise (SBE) ® Minority/Women Business Enterprise (MWBE) ® Small Business Enterprise -Concessions (SBEC) Review of your documentation will begin in the near future Please note that at any time during this review, a Certification Analyst may request additional information to complete the review. Please notify our office immediately, if there are any changes in legal status, management, control, or ownership of your business, contact information, etc, from that provided on the documentation submitted to our office. If you have any questions, please contact us At (720) 913-1999 or via email at certification info@denvergov.org. Thank you. Sincerely, Stephen W. Martinez Certification Team certification i nfoOld envera ov-ora (720) 913-1999 foR city sE mcEs vISR I c= DemerGourg 1311 1017 Issued for Bid Division 2.16 Jviation, Inc. July 10, 2014 AIP No. 3-08-0020-53 1018 CERTIFICATION OF NONSEGREGATED FACILITIES 1019 1020 The federally -assisted construction contractor certifies that she or he does not maintain or provide, for 1021 his employees, any segregated facilities at any of his establishments and that she or he does not permit 1022 his employees to perform their services at any location, under his control, where segregated facilities are 1023 maintained. The federally -assisted construction contractor certifies that she or he will not maintain or 1024 provide, for his employees, segregated facilities at any of his establishments and that she or he will not 1025 permit his employees to perform their services at any location under his control where segregated 1026 facilities are maintained. The federally -assisted construction contractor agrees that a breach of this 1037 certification is a violation of the Equal Opportunity Clause in this contract. 1028 1029 As used in this certification, the term "segregated facilities" means any waidng rooms, work areas, 1030 restrooms, and washrooms, restaurants and other eating areas, time clocks, locker rooms and other 1031 storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, 1032 transportation, and housing facilities provided for employees which are segregated by explicit directives 1033 or are, in fact, segregated on the basis of race, color, religion, or nadonal origin because of habit, local 103.1 custom, or any other reason. The Federally -assisted construction contractor agrees that (except where 1035 she or he has obtained identical certifications from proposed subcontractors for specific time periods) 1036 she or he will obtain identical certifications from proposed subcontractors prior to the award of 1037 subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity 1038 Clause and that she or he will retain such certifications in his files. 1039 1040 1041 1042 Date: _ Jiy�{ 31 2U 14 1043 1044 1045 Loork5 oYr Wo a tAc 1046 Company 1047 t 1048 R�fAA n FiP.lti4,Gr-� Co.Any c , Mana yv- 1049 .luthonzcd Agent (print. 1050 A 1051 '1 1052 Sttimaturc of :Authorized Agent 1053 Issued for Bid Division 2-17 Jviation, Inc. July 10, 2014 AIP No. 3-08.0030.53 1054 1055 Issued for Bid Division 3.18 Jviation, Inc. Huls 10, 2014 :IIP No. 3.08 0020-53 1056 EQUAL EMPLOYMENT OPPORTUNITY REPORT STATEMENT 1057 1058 Each bidder shall complete and sign the Equal Employment Opportunity Report Statement. A bid 1059 may be considered unresponsive and may be rejected, in the Owner's sole discretion, if the bidder fails 1060 to provide the fully executed statement or fails to furnish the required data. The bidder shall also, prior 1061 to award, furnish such other pertinent information regarding its own employment policies and practices 1062 as well as those of its proposed subcontractors as the FAA, the Owner, or the Executive Vice 1063 Chairman of the President's Committee may require. 1064 1065 The bidder shall furnish similar statements executed by each of its first-tier and second -der 1066 subcontractors and shall obtain similar compliance by each subcontractor, before awarding 1067 subcontracts. No subcontract shall be awarded to any non -complying subcontractor. 1068 1069 EQUAL EMPLOYMENT OPPORTUNITY REPORT STATEMENT 1070 Require in 41 CPR 60-1.7(l 1071 1072 The bidder shall complete the following statements by checking the appropriate blanks. Failure to 1073 complete these blanks may be grounds for rejection of the bid: 1074 1075 1. The Bidder has ✓ has not _ developed and has on file at each establishment affirmative 1076 action programs pursuant to 41 CFR 60-1.40 and 41 CFR 60-2. 1077 1078 2. The Bidder has /1_ has not .— participated in any previous contract or subcontract subject to 1079 the equal opportunity clause prescribed by Executive order 11246, as amended. 1080 1081 3. The Bidder has ✓ has not _ filed with the Joint Reporting Committee the annual 1082 compliance report on Standard Form 100 (EEO -1 Report). 1083 108.1 4. The Bidder Does does not _ employ fifty or more employees. 1085 1086 Ioe7 Date: � I . r 3 I 2_01q 1088 1089 //�1 1090 Orme U, f_ (J)nr- ka QE COtp j 1091 Company 1092 A n 1093 G HQMA FI2.izker', Coo.4rcu4s. M"elf, 1094 \uthori7ed .Agent (punt, 1095 1096 1097 Signature of .Whoriz[d Agent 1098 1099 1100 Issued for Bid Division 2-19 Jviaoon, Inc. July 10, 2014 AIP No- 3.08.0020-53 1101 Issued for Bid Division 2 20 Jvianon, Inc. July 10, 2014 AIP No. 3 08 0020 53 1102 BUY AMERICA CERTIFICATION 1103 (Title 49 U.S.C. Section 50101) 1104 1105 Project name: Reconstruct Air Carrier Apron Phase II 1106 Airport name: Eagle County Regional Airport 1107 AIP number: 3-08-0020-53 1108 1109 The contractor agrees to comply with 49 USC § 50101, which provides that Federal funds may not be 1110 obligated unless all steel and manufactured goods used in AIP-funded projects are produced in the 1111 United States, unless the FAA has issued a waiver for the product, the product is listed as an Excepted 1112 Article, Material Or Supply in Federal Acquisition Regulation subpart 25.108; or is included in the FAA 1113 Nadonwide Buy American Waivers Issued list. 1114 1115 A bidder or offeror must submit this Buy America Certification with all bids or offers on AIP funded 1116 projects. Bids or offers that are not accompanied by a completed Buy America Certification 1117 must be rejected as nonresponsive. 1118 1119 The bidder certifies it and all associated subcontractors will comply with the Buy American preferences 1120 established under Title 49 U.S.C. Section 50101 as follows: 1121 U.S.C. Section 50101- Buying goods produced in the United States 1122 (a) Preference. - The Secretary of Transportation may obligate an amount that may be appropriated to 1123 carry out section 106(k), 44502(a)(2), or 44509, subchapter I of chapter 471 (except section 47127), 1124 or chapter 481 (except sections 48102(e), 48106, 48107, and 48110) of this title for a project only if 1125 steel and manufactured goods used in the project are produced in the United States. 1126 (b) Waiver. - The Secretary may waive subsection (a) of this section if the Secretary finds that - 1127 (1) Applying subsection (a) would be inconsistent with the public interest; 1128 (2) The steel and goods produced in the United States are not produced in a sufficient and 1129 reasonably available amount or are not of a satisfactory quality; 1130 (3) When procuring a facility or equipment under section 44502(a)(2) or 44509, subchapter I of 1131 chapter 471 (except section 47127), or chapter 481 (except sections 48102(e), 48106, 48107, 1133 and 48110) of this title - 1133 A. The cost of components and subcomponents produced in the United States is more than 60 1134 percent of the cost of all components of the facility or equipment; and 1135 B. Final assembly of the facility or equipment has occurred in the United States; or 1136 (4) Including domestic material will increase the cost of the overall project by more than 25 1137 percent. 1138 (c) Labor Costs. - In this section, labor costs involved in final assembly are not included in calculating 1139 the cost of components. 1140 1141 Please note that approval of waivers listed under (b) (1) & (2) above, can only be approved by the FAA 1142 Office of Airports in Washington DC and approval is rare. Waivers listed under (b) (3) & (4) may be 1143 approved by FAA Regional or District Offices. 1144 1145 A listing of Equipment and Products that have been approved and on the national waiver list may be 1146 located at: Issued for Bid Division 2-21 Jviauon, Inc - July 10, 2014 AIP No. 3 08 0020 53 1147 httn://www.faa.Qov/_ai=rts/airz/buv-Rmeiican/media/nationwideBuvAmcricanWaiverslssued.nd 1148 Certificate of Buy American Compliance for Manufactured Products 1149 (Non -building construction projects, equipment acquisition projects) 1150 1151 As a matter of bid responsiveness, the bidder or offeror must complete, sign, date, and submit this 1152 certification statement with their proposal. The bidder or offeror must indicate how they intend to 1153 comply with 49 USC § 50101 by selecting one on the following certification statements. These 1154 statements are mutually exclusive. Bidder must select one or the other (not both) by inserting a 1155 checkmark (✓) or the letter "Y". 1156 ,� Bidder or offeror hereby certifies that it will comply with 49 USC § 50101 by: 1157 a) Only installing steel and manufactured products produced in the United States, or; 1158 b) Installing manufactured products for which the FAA has issued a waiver as indicated by 1159 inclusion on the current FAA Nationwide Buy American Vlaivers Issued listing, or; 1160 c) Installing products listed as an Excepted Article, Material or Supply in Federal 1161 Acquisition Regulation Subpart 25.108. 1162 By selecting this certification statement, the bidder or offeror agrees: 1163 1. To provide to the Owner evidence that documents the source and origin of the steel 1164 and manufactured product. 1165 2. To faithfully comply with providing US domestic product 1166 3. To refrain from seeking a waiver request after establishment of the contract, unless 1167 extenuating circumstances emerge that the FAA determines justified. 1168 ❑ The bidder or offeror hereby certifies it cannot comply with the 100° o Buy American 1169 Preferences of 49 USC § 50101(a) but may qualify for either a Type 3 or Type 4 waiver under 1170 49 USC § 50101(6). By selecting this certification statement, the apparent bidder or offeror 1171 with the apparent low bid agrees: 1172 1. To the submit to the Owner within 15 calendar days of the bid opening, a formal 1173 waiver request and required documentation that support the type of waiver being 1174 requested. 1175 2. That failure to submit the required documentation within the specified timeframe is 1176 cause fora non-responsive determination may result in rejection of the proposal. 1177 3. To faithfully comply with providing US domestic products at or above the approved 1178 US domestic content percentage as approved by the FAA. 1179 4. To furnish US domestic product for any waiver request that the FAA rejects 1180 5. To refrain from seeking a waiver request after establishment of the contract, unless 1181 extenuating circumstances emerge that the FAA determines justified. 1183 Required Documentation 1183 Type 3 Waiver - The cost of the item components and subcomponents produced in the 1184 United States is more that 60% of the cost of all components and subcomponents of the 1185 "item". The required documentation for a type 3 waiver is: 1186 a) Listing of all product components and subcomponents that are not comprised of 1000o 1187 US domestic content (Excludes products listed on the FAA Nationwide Buy American 1188 Waivers Issued listing and products excluded by Federal Acquisition Regulation Subpart Issued for Bid Division 2-22 Jviaaon, Inc. July 10, 2014 ill' No. 3 08.0020-53 1189 1190 1191 1192 1193 1194 1195 1196 1197 1198 1199 1200 1301 1202 1303 120# 1305 1306 1207 1208 l 25.108; products of unknown origin must be considered as non-domestic products in their entirety) b) Cost of non-domestic components and subcomponents, excluding labor costs associated with final assembly at place of manufacture. c) Percentage of non-domestic component and subcomponent cost as compared to total "item" component and subcomponent costs, excluding labor costs associated with final assembly at place of manufacture. Type 4 Waiver — Total cost of project using US domestic source product exceeds the total project cost using non-domestic product by 25%. The required documentation for a type 4 of waiver is: a) Detailed cost information for total project using US domestic product b) Detailed cost information for total project using non-domestic product False Statements: Per 49 USC § 47126, this certification concerns a matter within the jurisdiction of the Federal Aviation Administration and the making of a false, fictitious or fraudulent certification may render the maker subject to prosecution under Tide 18, United States Code. ..A A ! 31 � 201 H t a kC.,c 4 Date I Signature wnf- s of WOMA j n c. G� n �c_4 s M a n a� c✓ Company Name Title Issued for Bid Division 2.23 Jvianon, Inc. July 10, 2014 All? No. 3 08.0020.53 1209 Issued for Bid Division 2 2.4 Jvianon, Inc. July 10, 2014 AIP No. 3 06.0030 53 1210 BUY AMERICA WAIVER REQUEST 1211 Title 49 U.S.0 Section 50101 (b) 1213 1213 For Airfield Development Projects funded under the Airport Improvement Program 1214 .f • • #j 27757 • 1% .� Nationwide Waivers: The FAA Office of Airports publishes national waivers for equipment and products that meet Buy American requirements under 49 USC 50101. Nationwide waivers are published at: ! • • -_!lig �!! _! ' ! !! • • •! ! i � � • r • lection R1�N1) && ( )6V Waivetm. The bidder may request a waiver based upon the best interests of the public, Section 50101 (b)(1) or request a waiver based upon insufficient supply of U.S. manufactured products, Section 50101 (b)(2), however approval is rare and waivers may only be approved by the FAA Office of Airports in Washington DC. The bidder may request a waiver if 60% or morn of the components and subcomponents in the facility or equipment are produced in the United States and final assembly ocarrs in the U.S. Bidder is herby advised that the Owner's approval with thr bidders waiver request is contingent upon FAA approval. 1. "Equipment" in Section 50101 shall mean the following: a) Individual type "L" items (Airfield Lighting Equipment) as listed in FAA Advisory Circular 150/5345-53. b) Individual bid items as established within FAA Advisory Circular 150/5370-10. c) A waiver request may only address one specific equipment item. Submit separate requests for each equipment item for which a waiver. d) Items listed under the Nationwide Waiver referenced above do not require further review. 2. The bidder must base the U.S. percentage upon the value that results from completing a component cost calculation table similar to the attached format. The Bidder must submit the component cost calculation table as an attachment to the waiver request. 3. Components/subcomponents are the material and products composing the "equipment". 4. The final assembly of the AIP-funded "equipment" must be within the USA (Section 50101(b)(3)(B)). Final assembly is the substantial transformation of the components and subcomponents into the end product. Final assembly location is the location where the equipment is assembled, not the project site itself. 5. All steel used in the "Equipment" must be produced in the United States. G. The Buy American requirements apply to all tier contractors and subcontractors. All contractors/subcontractors are required to provide appropriate documentation that indicates origin of manufacturer and percentage of domestic made product. 7. The bidder is hereby advised there is no implied or expressed guarantee that a requested waiver will be issued by the Federal Aviation Administration (FAA). Less than 60% USA component/subcomponent proposed for this facility CANNOT be waived. Products made with foreign steel are not eligible for a waiver. Issued for Bid Division 2 25 Jviation, Inc. July 10, 2014 AIP No. 3.08.0020-53 1215 8. North America Free Trade Act (NAFTA): Free Trade Agreements such as NAFTA do not apply to the AIP. Products and material made in Canada or Mexico must be considered as foreign made products. 9. Preparation of a Component Cost Calculation Table is not necessary for equipment listed on the FAA national listing: htip://www.faa.gov/aiMorts/`aip/buy american/media/nadomvideAuvAmericanWaiverslssued gdf Bidder however shall submit a listing of any equipment it proposes to install on the project that is included on the Nationwide Buy American conformance fist. 10. In any calculation of Buy American percentage, the labor for the final assembly is excluded. This is because the Buy American statute is based on the cost of materials and equipment, not Labor. Instructions for Section a"11(4) Waiver. 1. The bidder may request a waiver if application of Buy America preferences results in a 25% cost increase in the overall project. This waiver is rarely applicable. Consult the Owner before making this request. Issued for Bid Division 3.26 Jviahon, Inc. July 10, 20t4 All? No. 3 08 0020 53 1216 BUY AMERICA WAIVER REQUEST 1217 Title 49 U.S.0 Section 50101 (b)(3) 1218 For Airfield Development Projects funded under the Airport Improvement Program 1219 1220 COMPONENT COST CALCULATION TABLE (:Eype 3 Waiver) 1331 • In lieu of completing this table, bidder may prepare a spreadsheet that addresses the same 1222 information and calculations as presented herein. 1323 1224 1"5 1326 1237 1228 1229 1230 1231 1332 1333 1334 1235 1236 1237 • Preparation of a Component Cost Calculation Table is not necessary for equipment listed on the FAA national listing. htm://www.faa.eov/aimorts/air)/buy american/media/nadonwideBuvAmericanWaiverslssued.Ddf • The component breakout shall be along major components of the equipment. Submit separate calculation for each different equipment types. Do not combine the component cost calculations of different types of equipment. • For Airfield development projects, equipment is defined as the "L" items (Airfield Lighting Equipment) as listed in FAA Advisory Circular 150/5345-53 and the b) individual bid items as established within FAA Advisory Circular 150/5370-10. The individual bid item method may not be applied to the "L" type items. • An authorized person shall attest under signature and date that the submitted information is accurate and complete. Equipment Type: Component/ Subcomponents Name of Manufacturer Country of Origin Cost of Foreign Manufactured Components/ Subcomponents Cost of USA Manufactured Components/ Subcomponents 1238 Sum of US Manufactured Component/ Subcomponent Costs: 1239 Sum of all Equipment Components and Subcomponents: 1240 Percentage of Equipment Components Manufactured in the United States: 1241 Place of Final Assembly: Issued for Bid Division 2.27 Jviauon, Inc. Jul} 10, 2014 AIP No. 3-08.0030-53 1243 1243 12.4 1245 1246 1247 1248 1249 1350 1251 1252 1253 1254 1355 1256 1257 Certification Signature Bidder hereby requests a waiver to Buy America preferences based upon Section 50101(6)(3) for the equipment identified above. The bidder certifies that °o of the cost of components and subcomponents comprising the equipment are produced in the United States and that final assembly occurs within the United States. I hereby certify the above informadon is accurate and complete. Issued for Bid July 10, 2014 Bidder's Puns \Tam! signaturr Division 3.38 Date J%iation, Inc. AIP No. 3.080030.53 1258 BUY AMERICA CONFORMANCE LISTING 1259 Title 49 U.S.0 Section 50101 (b) 1260 For Airfield Development Projects funded under the Airport Improvement Program 1261 1262 • Preparation of a Component Cost Calculation Table is not necessary for equipment listed on the 1263 FAA national fisting. 1264 htIR://www.faa.gov/aitports/aiRlbuy American/mcdialnadonwideBuyAmCricanWaivgglssued.pdf 1265 • Bidder shall submit a listing of equipment it proposes to install on the project that is included on 1266 the current National Buy American conformance list. 1267 1268 1269 1270 1271 1372 1273 1274 1275 1276 1277 1278 1279 1280 1281 Eauinment TvDe I Name of Manufacturer I Product Number Certification Signature: Bidder hereby certifies that the above fisted equipment, which we propose for installation on the subject project, is on the current National Buy America Conformance list as established at: http://uww.faa.gov/a4ort�JaiF/buy amerir_an/media /nadonwideBuyAmericanWaiversissued.pdf I hereby certify the above information is accurate and complete. Issued for Bid July 10, 2014 Biddn'i Firm Name Signutxn Division 2.29 Date Jviadon, Inc. iIP No. 3 08 0020.53 1283 Issued for Bid Division 2.30 Jviation, Inc. July 10, 2014 :IIP No. 3-08 0020-53 l 1283 STATE OF COLORADO 1284 CERTIFICATION STATEMENT REGARDING UNDOCUMENTED 1285 INDIVIDUALS 1286 1287 The Contractor, whose name and signature appear below, certifies and agrees as follows: 1288 1289 i. The Contractor shall comply with the provisions of CRS 8-17.5-101 et seq. As used in this 1290 Certification, the term undocumented individual will refer to those individuals from foreign 1291 countries not legally within the United States as set forth in C.R.S. 8-17.5-101 et. seq. 1292 1293 2. The Contractor shall not knowingly employ or contract with an undocumented individual to 1294 perform work under this contract or enter into a contract with a subcontractor that knowingly 1295 employs or contracts with an undocumented individual. 1296 1297 3. The Contractor represents, warrants, and agrees that it (i) has verified that it does not employ 1298 any undocumented individuals, through participation in the E -verify Program administered by 1299 the Social Security Administration and Department of Homeland Security, or (4) otherwise shall 1300 comply with the requirements of CRS 8-17.5-102(2)(b)(n. 1301 1302 4. The Contractor shall comply with all reasonable requests made in the course of an investigation 1303 by the Colorado Department of Labor and Employment. If the Contractor fails to comply with 1304 any requirement of this provision or CRS 8-17.5-101 et seq., the Owner may be required to 1305 terminate the above referenced Contract for breach and the Contractor shall be liable for actual 1306 and consequential damages to the Owner. 1307 1308 5. The Contractor shall not use the E -verify Program procedures to undertake pre-employment 1309 screening of job applicants while these services are being performed. 1310 1311 6. If the Contractor obtains actual knowledge that a Subcontractor performing work under this 1312 contract knowingly employs or contracts with an undocumented individual, the Contractor shall 1313 be required to: 1314 1315 a. Notify the Subcontractor and the Owner within three days that the Contractor has 1316 actual knowledge that the Subcontractor is employing or contracting with an 1317 undocumented individual; and 1318 1319 b. Terminate the Subcontract with the Subcontractor if within three days of receiving the 1320 notice the Subcontractor does not stop employing or contracting with the 1321 undocumented individual; except that the Contractor shall not terminate the contract 1322 with the Subcontractor if during such three days the Subcontractor provides 1323 information to establish that the Subcontractor has not knowingly employed or 1324 contracted with an undocumented individual. 1325 1326 CERTIFIED and AGREED to this .3l — day of , 2014. 1327 13'_8 VENDOR: Nbnr�rP�t_ W ,KS or Cont -"r Inc 1329 (mull Ulml Namc) 1330 n 1331 BY: DATE: 1332 (5itimature of Authorized Representative) Issued for Bid Division 2-31 Jviation, Inc. July 10, 2014 AIP No. 3.08.0020.53 1333 1334 l Issued For Bid Division 2-32 Jviation, Inc. 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R V •u r u J � V U z Y s C J 1 ' _ 7 H � O M z� N N V \ I a q N N M� N b Cl v P f _' �- a e 'bn 3 z U Y J L L 'C G 7 a. - U Y LJ J C RW :.1 'C w Q ` � z � E ^ s C J L _ 7 z� July 23, 2014 To: Plan Holders for Improvements to the Eagle County Regional Airport Eagle County, Colorado AIP Project No. 3-08-0020-53 Reconstruct Air Carrier Apron Phase II Transmitted herewith is Addendum No. 1 to the Contract Documents, Plans and Specifications dated July 10, 2014 for Improvements to the Eagle County Regional Airport, Eagle County, Colorado, Alp Project No. 3-08-0020-53. SCHEDULE I: Apron Reconstruction SCHEDULE II: Apron Reconstruction & Infield Area Improvements SCHEDULE III: Apron Reconstruction l Addendum No. l July 23, 2014 To: Contract Documents, Plans and Specifications AIP Project No. 3-08-0020-53 Dated: July 10, 2014 ADDENDUM NO.1 TO CONTRACT DOCUMENTS, PLANS AND SPECIFICATIONS FOR IMPROVEMENTS TO THE EAGLE COUNTY REGIONAL AIRPORT EAGLE COUNTY, COLORADO AIP PROJECT NO. 3-08-0020-53 To All Bidders: You are requested to make all changes and/or additions contained in this addendum to the Bidding Documents. Failure to acknowledge this Addendum in Proposal shall result in the rejection of your bid. Bidders are informed that the above referenced Contract Documents, Plans and Specifications are modified as follows as of July 23,2014-. 1. CONTRACT DOCUMENTS CONTRACT PROPOSAL, Division 1-12,24.2 Bid Alternate No. 1. Replace this section with the following: "In the event Bid Alternate l is awarded, the "Bid Alternate 1" Bid Item P -140e will replace the "Base Bid" Bid Item P -140c as discussed in section 24.1. For bid item P -140e Concrete Pavement Removal (Full Depth), the Contractor shall dispose of the removed concrete pavement off-site and at a location of their choosing. In addition, the Contractor shall provide a credit to the project for the purchase of the rubblized concrete material for the Contractor's use. Award of the bid alternate will eliminate the requirement of placing the rubblized material in the specified fill areas as described in the plans and specifications per the Base Bid. The total cost for the bid alternates will be determined by using all items in the base bid with the exception for replacing the P -140c bid items with the respective P -140e bid items. Additionally, the credit for purchasing of the concrete material will be deducted from the bid totals." CONTRACT PROPOSAL, Division 1-12,25. Badging Requirements. Replace first sentence with the following sentence: "Prior to the start of construction, the apparent successful contractor must begin the Air Operations Area (AOA) / Security Identification Display Areas (SIDA) badging process with the Eagle County Regional Airport — Administrative Department." Page 2 of 6 Addendum No.1 July 23, 2014 To: Contract Documents, Plans and Specifications AIP Project No. 3-08-0020-53 Dated: July 10, 2014 SPECIAL PROVISIONS, Division 2-26, Buy American Waiver Request Section 9. Replace the listing reference on the thud line of the paragraph with the following: btip://www.faa.gov/k[ports/aip/buy american/media/nadonwide-bu, ivers-issued,pdf CONTRACT PROPOSAL, Division 2-33, BID PROPOSAL. Replace Division 2-33 through 2-46 with the attached sheets Division 2-33a through 2-46x. CONTRACT AGREEMENT, Division 3-2, ARTICLE 6.. On line 1384, replace ten (10) calendar days with thirty (30) calendar days. SPECIAL PROVISIONS PART A — Federal Requirememts, Division 5-13 Section 11.11 Federal Wage Rates. Add the following new section 11.11 after section 11.10: "11.11 Federal Wage Rates. Wage rates are valid for ninety (90) days and may be adjusted following the bidding of this project. A change order may be required if wage rates are revised." SPECIAL PROVISIONS PART A — Federal Requirememts, Division 5-25 Section 19.2 BUY AMERICAN PREFERENCE Replace the listing reference on the third line of the paragraph with the following: SPECIAL PROVISIONS PART C — AIRPORT REQUIREMENTS, Division 5-39 Section 12 INSURANCE. On lines 6360, 6361, and 6363, replace the amount of $1,000,000.00 with $2,000,000.00 in all instances_ TECHNICAL SPECIFICATIONS, Appendix P. Replace Appendix P-1 through 13-2 with the attached sheets Appendix P 1a through P -2a. Pap 3of6 Addendum No. l July 23, 2014 To: Contract Documents, Plans and Specifications A1P Project No. 3.08-0020-53 Dated: July 10, 2014 MEyNa1 1 Replace sheet G003 with the corresponding attached sheet. Several quantities were revised on the summary of approximate quantities table. Replace sheet G004 with the corresponding attached sheet. Note #37 was revised to include additional information. Replace sheet G005 with the corresponding attached sheet. The contractor haul route was revised to go around the ILS critical area. Replace sheet C100 with the corresponding attached sheet. Note #8 was added and this note applies to all Demolition sheets, C100 — C105. Replace sheet C202 with the corresponding attached sheet. The geometry of the pavement edge on the east side of Taxiway A3 was revised. Replace sheet C301 with the corresponding attached sheet. An underdrain pipe label was corrected to read "non-perf." instead of "pert." Replace sheet C302 with the corresponding attached sheet. A storm sewer manhole was corrected to , read "manhole" instead of "inlet." Replace sheet C400 with the corresponding attached sheet. A storm sewer manhole was corrected to read "manhole" instead of "inlet." The grate elevation for proposed storm inlet (AS) in the profile was corrected to match the elevation shown in the plan view. Replace sheet C500 with the corresponding attached sheet. The infield area was revised in Typical Section "B" to reflect existing conditions. The proposed underdrain location was revised in Typical Section "C" to reflect its correct location. Replace sheet C501 with the corresponding attached sheet. The dimension leader arrows were corrected in Typical Sections "D" and "E." The proposed storm sewer was also added to Typical Section "E." Replace sheets C000, and C602 — C605 with the corresponding attached sheets. Minor changes to the concrete joints were revised on the sheets. Replace sheet C650 with the corresponding attached sheet. The Type "Al" reinforced isolation joint detail was removed. The isolation joint detail was renamed to "Al." The joint filler material was revised on Details "A" and "A-1." Replace sheets C700, C701, and C702 with the corresponding attached sheets. Minor changes to the pavement markings were revised on the sheets. Page 4 of 6 Addendum No.1 July 23, 20I4 To: Contract Documents, Plans and Specifications A1P Project No. 3-08-0020-53 Dated: July 10, 2014 Replace sheet E104 with the corresponding attached sheet. Sheets notes #18 and #19 were added and minor changes to electrical improvements were revised on this sheet. Replace sheet E201 with the corresponding attached sheet. The Airport Guidance Signs table was corrected. Replace sheet E204 with the corresponding attached sheet. Details #1 and #3 were revised. Replace sheet E205 with the corresponding attached sheet. Detail #4 was revised. Replace sheet E206 with the corresponding attached sheet. Minor revisions were made on Panel Schedules shown on Detail #1. A minor revision was made to a label in Detail #2. 3. SPECIFICATIONS Remove the second through fourth sentences in the seventh paragraph of subsection 152-2.5 Formation of Embankments in the P-152 Excavation and Embankment specification. 1) Can you please provide clarification for the intent of the Bid Alternate 1 credit and the Bid Alternate 1 P -140e bid item? ANSWER: If it is in the best interest of the project to award Bid Alternate 1, the Contractor will be required to purchase the rubblized concrete material. The purchase price for this material shall be in a form of a credit to the project. The Contractor shall list the value of this credit on the Bid Proposal Summary Sheet (Division 2-33), on the line listed as "Project Credit for Contractor Purchase of Rubblized Concrete Material". This shall consist of a lump sum credit to the project for the Contractor's purchase of this material and offsite disposal. A credit needs to be provided for Schedules I, II, and III. In addition to this project credit, the Contractor shall also submit unit prices for Schedules 1, Il, and III bid item "P -140e Concrete Pavement Removal (Full Depth)". These unit prices shall include the costs to demolish and remove the concrete pavement from the project site and should not include costs to place the concrete material in the fill areas, as required by the base bid. These unit prices will replace the respective Schedules I, II, and III unit prices for bid item "P -140c Concrete Pavement Removal (Full Depth)" submitted for the base bid. It is the intent of the Base Bid for the Contractor to include all costs to place and compact the rubblized concrete material at the fill area in the base bid's "P -140c Concrete Pavement Removal (Full Depth)." Page 5 of 6 Addendum No. l July 23, 2014 To: Contract Documents, Plans and Specifications AIP Project No. 3-08-0020-53 Dated: July 10, 2014 If Bid Alternate l is awarded, the Contractor will not be required to place the rubblized concrete material in the fill areas, and thus their unit costs for bid item "P -140c Concrete Pavement Removal (Full Depth)" should change. The Bid Alternate l "P -140e Concrete Pavement Removal (Full Depth)" bid items should reflect these costs. * END OF ADDENDUM NO.1 # Page 6 of 6 JVIATOON' July 28, 2014 To: Plan Holders for Improvements to the Eagle County Regional Airport Eagle County, Colorado AIP Project No. 3-08-0020-53 Reconstruct Air Carrier Apron Phase II Transmitted herewith is Addendum No. 2 to the Contract Documents, Plans and Specifications dated July 10, 2014 for Improvements to the Eagle County Regional Airport, Eagle County, Colorado, AIP Project No. 3-08-0020-53. SCHEDULE I; Apron Reconstruction SCHEDULE II: Apron Reconstruction & Infield Area Improvements SCHEDULE III: Apron Reconstruction Addendum No. 2 July 28, 2014 To: Contract Documents, Plans and Specifications AIP Project No. 3-08-0020-53 Dated: July 10, 2014 ADDENDUM NO.2 TO CONTRACT DOCUMENTS, PLANS AND SPECIFICATIONS FOR IMPROVEMENTS TO THE EAGLE COUNTY REGIONAL AIRPORT EAGLE COUNTY, COLORADO AIP PROJECT NO. 3-08-0020-53 To All Bidders: You are requested to make all changes and/or additions contained in this addendum to the Bidding Documents. Failure to acknowledge this Addendum in Proposal shall result in the rejection of your bid. Bidders are informed that the above referenced Contract Documents, Plans and Specifications are modified as follows as of July 28,2014: CONTRACT PROPOSAL, Division 2-33, BID PROPOSAL. Replace Division 2-33a through 246a with the attached sheets Division 2-33b through 2-466. 2. QUESTIONS RECEIVED 1) In the invitation for bid Division 1-2 it is stated that bids may be held by the county for 275 days however an `estimated schedule is given from April 15, 2015 with a winter shutdown and a completion at the end of July 2016. The contractor must assume that notice of award might not be given until the end of April and the project start would be pushed out. Is it correct that the county intends to require bids to be held for 275 days? ANSWER: Yes, the County will require bids to be held for 275 days as discussed in Items 13 and 15 in the Instructions to Bidders. It is anticipated that the Contractor would be provided the Notice of Award before the end of the 275 calendar day bid hold, and the Notice to Proceed in April 2015, in order for construction to commence on April 15, 2015. Page 2 of 6 Addendum No. 2 July 28, 2014 To: Contract Documents, Plans and Specifications A1P Project No. 3-08-0020-53 Dated: July 10, 2014 2) Schedule One is divided into two phases. Schedule Two is divided into six phases. Schedule Three is divided into six phases. The flasher barricades are shown around the perimeter of each phase with no depiction that they must be phased or moved? Is the contractor to bid a schedule requiring each phase to be completed individually for each Schedule prior to starting any other phase within that schedule? If so, will the barricades be required to be moved and reset for each phase? Is the contractor to bid that each schedule must be constructed independently from the other schedules? ANSWER: At this time, the contractor should bid each schedule as if each phase should be constructed before beginning the next phase. This would include removing and resetting the barricades for each phase. 3) Please confirm that per Specification Section 152-2.2.e, the material under 16-1/2 PCCP must be reconditioned to a depth of 24 inches? ANSWER: Yes, the subgrade material beneath the 16 '/s" P-501 PCCP shall be removed, blended, moisture conditioned, processed and re -compacted for a depth of 24 -inches. This work is to be paid for under item P-1526. See Specification 1'-152, Section 152-2.7 for further explanation. 4) Per Specification Section 152-2.12, please confirm that no compaction and testing of the concrete rubble will be required and that approval from the Engineer will be by `...establish a standard means and methods...'? ANSWER: Per Specification P452, Section 152-2.12; "When applicable the concrete rubble shaU be compacted to 951 o of the maximum dry density as determined by ASTM D 1557.......... When it is not practical to determine the maximum dry density with ASTM D 1557, the contractor shall establish a standard means and methods for placement and compaction of the concrete rubble to the approval of the Engineer." The determination of applicability is based on the recommendations in ASTM 1557 and subsequently ASTM D 4718 regarding oversized material. Generally the requirement for compaction testing would only be waived when the gradation of the crushed product indicates that greater than 30% of the crushed product is oversized (would be retained on the M -inch sieve). 5) Plan sheet G005 designates an area described as `Concrete Rubble / Waste Area'. Specification section 140.1.1 says `...asphalt and concrete material may be disposed of in fill areas...'. Can asphalt rubble be placed in the rubble / waste area designated on the plans? ANSWER: Yes, asphalt rubble can be placed in the "Concrete Rubble/Waste Area" and placed per the P-152 specification. Page 3of6 Addendum No. 2 July 28, 2014 To: Contract Documents, Plans and Specifications A1P Project No. 3.08-0020-53 Dated: July 10, 2014 6) Spec section 152-2.12 references stabilization fabric installed over the concrete rubble prior to placement of P-152 embankment. Will these items be required at the waste area? ANSWER: Yes, per Specification 152-2.12, stabilization fabric will be placed on top of the concrete rubble prior to the placement of P-152 embankment material. 7) Specification Section 152-2.7 states `...Expansive soils... percent swells of greater than 3% ... If soils with this characteristic are encountered then they shall be removed at the Engineer's discretion, per Overexcavation' Is the pay item quantity of 43,600 cubic yards of Overexcavation a contingency or is it anticipated that this material will have to be removed? If removed, is the contractor to provide embankment material from an off-site source? ANSWER: The 43,600 cubic yards is a contingency. In the e%,ent overe.xcavation is required, the Contractor would be responsible to provide the replacement embankment material as part of the overexcavation bid item. 8) Please confirm that per the instructions to bidders section 12.d not all bid schedules may be awarded and it is possible that only one single schedule may be awarded and that the award is based on the availability of funding. The Contractor will carry fixed administrative costs associated with managing the project. How is the Contractor supposed to allocate those costs throughout the three schedules? ANSWER: Per the Instructions to Bidders Item 12(d); "The owner will determine which Schedules and/or Bid Alternates will be awarded based on the received bid prices and available funding...... Not all Schedules and/or Bid Alternates may be awarded. A combination of Schedules and Bid Alternates may be awarded, including only a single Schedule" A Mobilization line item is included within each bid schedule could be utilized for the allocation of such costs. 9) Is all or any part of the asphalt removed from this project required to be rotomilled? ANSWER: Per Specification P-140, Section 140-2.1; "The complete removal of pavement may be accomplished with any approved method." Partial removal of asphalt pavement, such as that associated with the butt joints along existing asphalt pavements would require rotomilling. 10) Sheet G004 — Note 18 reference traffic control and other requirements of coordination with three different entities for access to the project. Are there any known special requirements or can contact information be provided allowing us to determine what these requirements might be? ANSWER: Traffic control may be required if the Contractor plans on using county roads for construction vehicle traffic. Page 4 of 6 Addendum No. 2 July 28, 2014 To: Contract Documents, Plans and Specifications A1P Project No. 3-08-0020-53 Dated: July 10, 2014 11) If the material required for Spec section 154 is not delivered at the appropriate moisture content, is it the intent of section 154-3.4 that the material be plant mixed prior to placement if it is more than a percent or two from optimum moisture? ANSWER: No. Per Specification P-154, section 154.3.4; "Any minor deficiency or excess of moisture may be corrected by surface sprinkling or by aeration. In such instances, some mixing or manipulation may be required, immediately preceding the rolling, to obtain the required moisture content." 12) Specification section 306-2.1 states ' The aggregates shall conform to all requirements as specified in P-501'. Does this include the requirements for reactivity? ANSWER: Yes 13) Specification section 306-3.1.2 requires an air content of 5.5 — 6.5 percent and section 306- 6.1.1 states that air content shall be 4 to 8 percent. Is the requirement 4 to 8 percent? ANSWER: Section 306-3.1.2 is in reference to the mix design, which requires the air content for the trial batch submitted as part of the mix design to be within 5.5 to 6.5 percent. During production the air content can be between 4 to 8 percent. 14) Specification Section 306-5.4 requires grade control every 25 feet in the transverse direction but joints are to be constructed within 3-6 inches of the PCCP joints. Is the intent of the spec to require placements of econocrete no wider than 15 feet? ANSWER: The 25 foot requirement is a maximum value, the Contractor has the option to perform grade control survey at a frequency less than the 25 foot requirement to accommodate their proposed placement widths. 15) Spec section 306-6.1.2 requires two cylinders for strengths ® seven days. Sawing of joints is required if strengths exceed a 3 -day value. Please confirm that cylinders will be required for three day strengths. ANSWER: There are two different requirements in regards to the sawing of joints in econocrete. One, per Secdon 306-3.1.1 if the average compressive strengths of the 3 day cylinders, associated with the mix design, exceeds 500 psi transverse joints are required to be constructed in all econocrete base courses constructed. Two, per section 306-6.2.1 if (during production) more than 20 percent of the individual cylinders in a given lot, tested at 7 days, have a compressive strength in excess of 800 psi transverse joints shall be constructed. Therefore it is recommended in the situation where the 3 day mix design compressive strengths are less than 500 psi that the Contractor, as part of their quality control plan, includes early break testing, in order to determine if transverse joints will be required prior to the installation of the bond breaker material. Page 5 of 6 Addendum No.2 July 28,2014 To: Contract Documents, Plans and Specifications A1P Project No. 3-08-0020-53 Dated: July 10, 2014 16) Please confirm that aggregates for spec section P-610 must be tested by ASTM C 1567? ANSWER: Yes. Per Specification P-610 STRUCTURAL PORTLAND CEMENT CONCRETE, MATERIALS, Section 610-2.1 General. Aggregates are required to be tested for deleterious reactivity with alkalis in the cement that may cause excessive expansion of the concrete in accordance with ASTM C 1567. 17) Sheet G008 Pavement Core and Soil Boring Locations — Bores DH -10, DH -11, DH -12, DH - 13 & DH -14 show existing Asphalt Pavement (AP) of 5", 4", 4.5", 6" & 4" respectively. These bores are located in the Schedule 1 location. The Schedule 1 bid schedule does not include quantities for Asphalt Pavement Removal. Is the removal of this material incidental to the Concrete Pavement Removal item? ANSWER: Per Specification P-140 PAVN•IENT REN-IOVAL, Section 140.1.1, fourth paragraph; "Concrete Pavement Removal (Full Depth) shall include the entire removal of any underlying asphalt concrete, or lean concrete pavement sections or any combination thereof beneath the concrete pavement." 18) Sheet C360 Drainage Details, Detail 1/C360 Under Drain Cleanout Detail shows two clean outs. Does the pay quantity for this scope of work for one clean out include the two per the detail or does the detail demonstrate two each clean outs? ANSWER: Detail 1 on Sheet C360 would demonstrate a quantity of two cleanouts for payment. 19) Drawing sheet.66 detail 4 shows a new L861T on an existing base can. Is a new base plate required? ANSWER: The existing base plate can be reused as long as the new L861T light can be correctly fit and accommodated. 20) Please verify the number of inspection pits and cleanouts. ANSWER: The number of inspection pits and underdrain pipe has been revised for Schedule III. Please see the attached revised bid proposal, sheets 2-33b — 2-46b. 21) Can you please verify the asphalt quantities for Schedule II and III? It appears each schedule has too much tonnage. ANSWER: In Schedule II at Taxiway "A3", existing asphalt pavement will be removed for the installation of the proposed 36" storm sewer pipe. Since Schedule II will be completed before Schedule III is started, an assumed full depth asphalt pavement of 12" thick will be constructed in this location where the existing pavement was removed to install the stormwater infrastructure. In Schedule III, there will be a butt joint at this location when the full depth asphalt is removed and replaced with the full depth concrete section. ** END OF ADDENDUM NO.2 ** Page 6 of 6