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HomeMy WebLinkAbout166269 GARNEY CO INC - CONTRACT - RFP - 8106 UTILITY INFRASTRUCTURE CONSTRUCTION SERVICESCONTRACT DOCUMENTS FOR BOXELDER CREEK OUTFALL - PHASE 3 - BOXELDER CREEK BRIDGE City of Fort Collins utility Services May 2016 ANd ERSON CONSUITING ENGINEERS, INC. CIt Carney Fort Collins Civil Warer Resources Environmental coNSTxuc�rom ADVANCING WATER Anderson Consulting Engineers, Inc. Gamey Companies, Inc. Fort Collins Utilities 375 East Horsetooth Road #5101 79700 Wood Street Littleton Lileton CO80127 Parkway Fort Collins CO 80525 Fort Collins CO 80521 SECTION 00610 PERFORMANCE BOND Western Bond No: 58732068 Liberty Bond No. 674026180 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Gamey Companies, Inc. (Address) 7911 Shaffer Parkway, Littleton, CO 80127 a Corporation hereinafter referred to as the "Principal' and (Firm) Western Surety Company 800/331-6052 and Liberty Mutual Insurance Company, 610/832-8240 PO Box 5077 450 Plymouth Rd., Ste. 400 (Address) Sioux Falls, SD 57117-5077 Plymouth Meeting, PA 19462 as Co -Sureties hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins. Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of One Million Four Hundred Five Thousand Six Hundred Fortv Eight Dollars and No Cents ($1,405,648.00), in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated August 17, 2015, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, Boxelder Creek Outfall — Phase 3 — Boxelder Creek Bridge. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. Boxelder Creek Outfall — Phase 3 Performance Bond Boxelder Creek Bridge May 2016 00610-1 IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 25 day of May 2016. IN PRESENCE OF: JA al a A4=a Witness 4,0 Ut P'A N CORPORATE (Corporate Seal) =�7 SEAL IN PRESENCE OF: IN PRESEN E OF - Witness (Surety Seal) Garney Companies, Inc. By: Chief Operating Officer Title 7911 Shaffer Parkway, Littleton, CO 80127 Address Other Partners By: M Western Surety Company and Liberty Mutual Insurance Company, as Co -Sureties Surety By: a4kXteeu Attorney -in -Fact Linda L. Nutt By: c/o Thomas McGee, L.C., Ph: 816/842-4800 Address PO Box 419013, Kansas City, MO 64141-6013 NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Boxelder Creek Outfall — Phase 3 Performance Bond Boxelder Creek Bridge May 2016 00610-2 SECTION 00615 PAYMENT BOND Western Bond No: 58732068 Liberty Bond No. 674026180 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Gamey Companies, Inc. (Address) 7911 Shaffer Parkway, Littleton, CO 80127 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Firm) Western Surety Company Ph: 800/331-6052 and Liberty Mutual Insurance Company Ph: 610/832-8240 PO Box 5077 450 Plymouth Rd., Ste. 400 (Address Sioux Falls, SD 57117-5077 Plymouth Meeting, PA 19462 as o- ure ies hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of One Million Four Hundred Five Thousand Six Hundred Forty Eight Dollars and No Cents ($1,405,648.00), in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated August 17, 2015, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, Boxelder Creek Outfall — Phase 3 — Boxelder Creek Bridge. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. Boxelder Creek Outfall — Phase 3 Payment Bond Boxelder Creek Bridge May 2016 00615-1 IN WITNESS WHEREOF, this instrument is executed in four (4) counterparts, each one of which shall be deemed an original, this 25 day of May 2016. IN PRESENCE OF: Witness PA'v (Corporate Seal) -;w: Q ' CORPORATE ; n c� SEAL IN PRESENCE OF: IN PRESENCE OF: Witness (Surety Seal) Gamey Companies, Inc. CZg!; Chief O ericer Title 7911 Shaffer Parkway, Littleton, CO 80127 Address Other Partners By: By: Western Surety Company and Liberty Mutual lnsuranc Co any, as Co -Sureties §uree" By: ?l mom/ -' go��— Attorney -in -Fact Linda L. Nutt By: c/o Thomas McGee, LC., Ph: 816/842-4800 Address PO Box 419013, Kansas City, MO 64141-6013 NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Boxelder Creek Outfall — Phase 3 Payment Bond Boxelder Creek Bridge May 2016 00615-2 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Linda L. Nutt, Individually of Kansas City, MO its true and lawful Attomey-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instrwnents of similar nature - In Unlimited Amounts - SuretyBond No: 58732068 Principal: Garvey Companies, Inc. Obligee: City of Fort Collins. CO and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In N itness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 1st day of December, 2015. fr WESTERN SURETY COMPANY CA 00, DPk� aul T. Bruflat, Vice President State of South Dakota 1 ss )j County of Mumchaha On this Ist day of December, 2015, before me personally came Paul T. Bruflat, to me known, who, being by me duly swom, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires J. MOMR y� June 23, 2021 � 1. Mohr, Notary Public CERTIFICATE 1, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hcreinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporat4m this 25th day of May, 2016. `rC+� WESTERN SURETY COMPANY "+�00 fta fill DPK� L. Nelson, Assistant Secretary Form F4280.7-2012 Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Not valid for mortgage, note, loan, letter of credit, bank deposit, currency rate, interest rate or residual value guarantees. To confirm the validity of this Power of Attorney call 610-832.8240 between 9:00 am and 4:30 pm EST on any business day. American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duty organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Linda L. Nutt of the city of Kansas I V , state of MU its We and lawful attomey-in-fact, with full power and authority hereby conferred to sign, execute and acknowledge the following surety bond: Principal Name: Gamey Companies, Inc. Obligee Name: City of Fort Collins, CO Surety Bond Number: 674026180 Bond Amount: See Bond Form IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed therein this 18d day of November 2013. p.NO CAS 1NSU tI INS r� N%NSUl4 American Fire and Casualty Company e� �o�ogr q� �oP qqa� ty��' pro�yR+y� Q��P osPogr1� The Ohio Casualty Insurance Company Liberty Mutual Insurance Company !� 1906 r 1912 ; i jy 1919�Fr N 1991 ; We� surance Company /yd HAM7 * ems)'-LiACM%`' !2 'S1 HAM ! �MpIANP Bi t * * * r David Nf. Carey, Assistant Secretary STATE OF PENNSYLVANIA ss COUNTY OF MONTGOMERY On this 18� day of November 20' 13 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire and Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. SP PggT v0uwF(<1 COMMONWEALTH OF PENNSYLVANIA 4 Notarial Seal OF Teresa Pastella, Notary Public By: 4, v Plymouth Twp., Montgomery county Teresa Pastella, Notary Public �Ir. ASYIVPG My Commission Expires March 28.2017 7741iy l Member Pennsylvania Association of Noted" This Power of Aftome made and executed pursuant to and by authority of the following By-laws and Authorizations of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now In full force and effect reading as follows: ARTICLE IV— OFFICERS — Section 12. Paver of Attorney. Any officer or other official of the Corporation authorized for that purpose in willing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act In behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-In-tact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney - in -fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII — Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation —The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys - in -fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, reoognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection win surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attomey executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 25th day of May Y016 �pN0 CAS& Pt-%NSUgt JP�SY INS U� INSUgAry =e�ooa°°gtra9t^ Fti aPoryr��r o �,cp °gamy"^ �We.��oaaopgr� o By : 1906 0 1912 x 1919 ; 1991 a Gregory W. Davenport, Assistant Secretary �Yy NAMP�*'i aij 9$AChN'�!2 '%,f HAM ! 4lDIANP SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Certificate of Insurance May 2016 00630-1 Certificate of Insurance S CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON YOU THE CERTIFICATE HOLDER. THIS CERTIFICATE IS NOT AN URANCE POLICY AND DOES NOT AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LISTED BELOW. POLICY LIMITS ARE NO LESS THAN THOSE rED, ALTHOUGH POLICIES MAY INCLUDE ADDITIONAL SUBLIMIT/LIMITS NOT LISTED BELOW. This is to Certify that I Gamey Holding Comppany/Garney Companies Inc./ Grimm Construction Co. Inc./Garney Federal, Inc./ NAME AND Ift Liberty Meal Encore Construction Group, Inc. ADDRESS 1333 NW Vivion Road OF INSURED Kansas City MO 64118-4554 INSURANCE i�at the issue date of this certificate, insured by the Company under the policy(ies) listed below. The insurance afforded by the listed policy(ics) is subject to all their terms, exclusions and Conditions and is not altered by any requirement, term or condition of any contract or other document with respect to which this certificate may be issued. EXP DATE TYPE OF POLICY ❑ CONTMOUS ❑ EXTENDED POLICY NUMBER LIMIT OF LIABILITY POLICY TERM WORKERS COMPENSATION Includes Coverage 3C Other States Insurance: All States 10/1 /2016 WA2-64D-426942-735 COVERAGE AFFORDED UNDER WC LAW OF THE FOLLOWING STATES: AL AR, AZ CO FL GA IA KS KY, LA Md, MS, Nit Nt, NM, 6 SC, TN, TX, UT, VA, W EMPLOYERS LIABILITY Bodily (n'ury by Accident 1 000 OOOEach Ac i&ru Bodily Injury By Disease 1 000 000 Poky Lmn except those listed and the states of ND, OH, WA, and W. Bodily Injury By Disease 1 000 000 h Person COMMERCIAL GENERAL LIABILITY 10/1 /2016 T62 641 426942 725 General Aggregate $2,000,000 Products / Completed Operations Aggregate OCCURRENCE $2,000,000 ❑ CLAIMS MADE Each Occurrence 1 000 000 Personal & Advertising Injury $1,000,000 Per Person/Organization RE MO DATE Other300,000 Damage to Premises n You $ 0,000 Medical Expense AUTOMOBILE LIABILITY 10/1 /2016 AS2-641-426942-715 Each PSingle Limit $2 000,000 B.I. Anndd P.D.. CCoombined OWNED Each Person Each Accident or Occurrence 0 NON -OWNED HIRED Each Accident or Occurrence OTHER ADDITIONAL COMMENTS RE: Gamey Job #6249 - Boxelder Creek Outfall Work Order 3 Bridge Structure City of Fort Collins is additional insured with regards to general liability and automobile liability, as their interest may appear, where required by written contract. Waiver of Subrogation is included in favor of the additional insured, and applies only to the specific jobs of the insured performed under written contract, and where applicable by law. If the certificate expiration date is continuous or extended term, you will he notified if coverage is terminated or reduced before the certificate expiration date. NOTICE OF CANCELLATION: (NOT APPLICABLE UNLESS A NUMBER OF DAYS IS ENTERED BELOW.) BEFORE THE STATED EXPIRATION DATE THE COMPANY WILL NOT CANCEL OR REDUCE THE INSURANCE AFFORDED UNDER THE ABOVE POLICIES UNTIL AT LEAST 60 DAYS NOTICE OF SUCH CANCELLATION HAS BEEN MAILED TO: Garvey Job #6249 - Boxelder Creek Outfall Work Order 3 Bridge Structure r gittyy of Fort Collins 4316 LaPorte Avenue Fort Collins CO 80522 e: x, i'3 Liberty Mutual Insurance Group Stacy Spieker AUTHORIZED REPRESENTATIVE Overland Park / 0448 6800 College Blvd, Suite 700 Overland Park KS 66211-1123 913-681-1700 5/18/2016 A OFFICE PHONE DATE ISSUED This certificate is executed by LIBERTY MUTUAL INSURANCE GROUP as respects such insurance as is afforded by those Companies NM 772 07-10 CERTIFICATE OF LIABILITY INSURANCE DATE(MMDD/YYVV) 5/18/2016 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(ies) 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(sl- PRODUCER 4rthur J. Gallagher Risk Management Services, Inc. 2345 Grand Blvd., Suite 400 {ansas City MO 64108 INSURED GARNCOM-01 Garvey Holding Company (See attached list of Additional Named Insureds) 1333 NW Vivion Road Kansas City MO 64118 A COVERAGES CERTIFICATE NUMBER: 529461248 REVISION NUMBER: 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 TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MMIDD MM/DDlVVYY LIMITS COMMERCIAL GENERAL WIBILITY EACH OCCURRENCE $ OCCUR DAMACLAIMS-MADE PREMISES E TO�ENTEDn $ MED EXP one person $ PERSONAL & ADV INJURY $ GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JET LOC PRODUCTS-COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE Ea accident)$ BODILY INJURY (Par person) $ ANY AUTO � 005WNED SCHEDULED UTOS BODILY INJURY (Par accident) $ NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE Per accident $ S A X UMBREL.LALM X OCCUR Y Y ZUP-14S78452-15-NF 10/1/2015 10/1/2016 EACH OCCURRENCE $15,000,000 AGGREGATE $15,D001000 EXCESS LIAR CLAIMS -MADE DED X I RETENTION$NOne $ WORKERS COMPENSATION AND EMPLOYERS'LIABIUTY Y/N PER OTH- TATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ NIA (Mandatory in NH) E.L DISEASE - EA EMPLOYE $ 1/yes. describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Following Form Primary/Underlying Policies with Liberty Mutual Fire Insurance Company: General Liability including Completed Operations Policy #TB2-641-426942-725, Eff. 10-1-2015/10-1-2016 Automobile Liability Policy #AS2-641-426942-715, Eff. 10-1-2015/10-1-2016 Employers Liability/Workers' Compensation Policy #WA2-64D-426942-735, Eff. 10-1-2015/10-1-2016 Following Form Including Blanket Additional Insured, Primary and Non -Contributory and Blanket Waiver of Subrogation as required by written contract. Includes All Work and Operations Performed by insured covered by Primary/Underlying policies. See Attached... City of Fort Collins 4316 LaPorte Avenue Fort Collins CO 80522 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ORIZED REPRESENTATIVE r © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD SECTION 00500 AGREEMENT FORMS 00525 Work Order, Notice of Award, and Bid Schedule 00525-1 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (CONTRACTOR) 00650-1 - 00650-2 00651 Lien Waiver Release (SUBCONTRACTOR) 00651-1 -00651-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00800 Supplementary Conditions 00800-1 - 00800-8 00900 Addenda, Modifications and Payment 00900 00950 Work Order Change Order 00950-1 00960 Application for Payment 00960-1 - 00960-4 Boxelder Creek Outfall - Phase 3 Agreement Forms Boxelder Creek Bridge May 2016 00500-1 AGENCY CUSTOMER ID: GARNCOM-01 LOC #: A` CP ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED Arthur J. Gallagher Risk Management Services, Inc. Garvey Holding Company (See attached list of Additional Named Insureds) 1333 NW Vivion Road POLICY NUMBER Kansas City MO 64118 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Insureds include: Holding Company Companies, Inc. Construction Company, Inc. Construction Company, Inc. Wyoming, Inc. New Mexico, Inc. Federal, Inc. Construction Group, Inc. Colorado, LLC Water Partnership Pacific. Inc. or Job #: Garvey Job #6249 Boxelder Creek Outfall Work Order 3 Bridge Structure ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: City of Fort Collins Date of Substantial Completion: PROJECT TITLE: Boxelder Creek Outfall - Phase 3 - Boxelder Creek Bridge LOCATION: Fort Collins. Colorado OWNER: City of Fort Collins Project or Specified Part Shall Include: CONTRACTOR: Garnet/ Companies, Inc. CONTRACT DATE: Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. By: ENGINEER Authorized Representative Date The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR Authorized Representative Date The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER Authorized Representative Date REMARKS: Boxelder Creek Outfall - Phase 3 Boxelder Creek Bridge Certificate of Substantial Completion May 2016 00635-1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: , 2016 You are hereby notified that on the day of , 2016, the City of Fort Collins, Colorado, has accepted the Work completed by Garvey Construction, Inc. for the City of Fort Collins project, Boxelder Creek Outfall — Phase 3 — Boxelder Creek Bridge. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: Sincerely, OWNER: City of Fort Collins 0 Title: ATTEST: Title: Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Certificate of Final Acceptance May 2016 00640-1 SECTION 00650 LIEN WAIVER RELEASE (Contractor) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: Boxelder Creek Outfall — Phase 3 — Boxelder Creek Bridge. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Boxelder Creek Outfall - Phase 3 Lien Waiver Release (Contractor) Boxelder Creek Bridge May 2016 00650-1 Signed this day of CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this By Witness my hand and official seal. My Commission Expires: Notary Public Boxelder Creek Outfall - Phase 3 Boxelder Creek Bridge 2016 day of '2016, Lien Waiver Release (Contractor) May 2016 00650-2 TO: FROM: SECTION 00651 LIEN WAIVER RELEASE (Subcontractor) (CONTRACTOR) (Subcontractor) PROJECT: Boxelder Creek Outfall — Phase 3 — Boxelder Creek Bridoe 1. The Subcontractor acknowledges having received payment, except retainage, from the CONTRACTOR for all work, labor, skill and material furnished, delivered and performed by the Subcontractor for the CONTRACTOR or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the Subcontractor voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the Subcontractor may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the CONTRACTOR or its officers, agents, employees or assigns, against the project or against all land and the buildings on and appurtenances to the land improved by the project. The Subcontractor affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the Subcontractor or its' agents, employees, and servants, or by and through the Subcontractor by various sub -subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or against the CONTRACTOR or its officers, agents, employees or assigns arising out of the project. The Subcontractor agrees to defend and hold harmless the CONTRACTOR, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the Subcontractor's sub - subcontractors, materialmen, employees, servants agents or assigns against the project or against the CONTRACTOR or OWNER, lender or Surety or their officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the CONTRACTOR, OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Boxelder Creek Outf all — Phase 3 Boxelder Creek Bridge Lien Waiver Release (Subcontractor) May 2016 00651-1 Signed this SUBCONTRACTOR: By: Title: ATTEST: Secretary day of 2016 STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 2016, M Witness my hand and official seal. My Commission Expires: Notary Public Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Lien Waiver Release (Subcontractor) May 2016 00651-2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins. Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: Boxelder Creek Outfall — Phase 3 — Boxelder Creek Bridge. CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for bond of (Surety) hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , 2016. (Surety Company) M ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. Boxelder Creek Outfall -Phase 3 Boxelder Creek Bridge May 2016 00660-1 Consent of Surety OR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER COCONTRACTOR APPLICATION (303) 232-2416 416 FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) nn NOT WRITF IN THIS SPAC.F The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) 89 - Period 0170-750 (999) $0.00 CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: Fax Number: ( ) Business telephone number: ( Colorado withholding tax account number: EXEMPTION INFORMATION Copies of contract or agreement pages (1) identifying the contracting parties and 2) containing signatures of contracting parties must be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: l declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 DO NOT WRITE BELOW THIS LINE 00670-1 Contractor Application for Tax Exemption Certificate Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contrac- tors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89- 12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeed- ing numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 00670-1 Contractor Application for Tax Exemption Certificate SECTION 00525 WORK ORDER, NOTICE OF AWARD AND BID SCHEDULE TO WORK ORDER: PURCHASE ORDER: Garnet/ Companies, Inc. BCO 3 TITLE: Boxelder Creek Outfall — Phase 3 - Boxelder Creek Bridge ENGINEER: Andersen Engineering Consultants OWNER'S REPRESENTATIVE: Jin Wang NOTICE OF AWARD DATE: May 25, 2016 OWNER: City of Fort Collins (hereinafter referred to as OWNER) 1. WORK. You are hereby notified that your bid dated April 14, 2016 for the above Work Order has been considered. Pursuant to your AGREEMENT with OWNER dated August 17, 2015, you have been awarded a Work Order for this Work Order Description: A. See Section 01100 — Summary of Work — The work covered under this work order includes all labor, equipment, and materials required to demolish and remove the existing bridge on East Prospect Road at Boxelder Creek. The work also includes the construction of a new bridge composed of two side by side 14 foot by 5 foot reinforced concrete box culverts spanning the entire 115 foot Right of Way. Other work includes construction of headwalls, road construction on East Prospect road, and the construction/installation of Urban Design features. 2. CONTRACT PRICE, BONDS AND CERTIFICATES. The price of your Work Order is One Million Four Hundred Five Thousand Six Hundred Forty Eight Dollars and No Cents ($1,405,648.00). Pursuant to the AGREEMENT and the Contract Documents, Performance and Payment Bonds and insurance are required. 3. CONTRACT TIMES. Pursuant to the AGREEMENT and the Contract Documents, the date for Substantial Completion of this Work Order is November 15, 2016, and after Substantial Completion, the number of days for Final Acceptance 60 calendar days. 4. LIQUIDATED DAMAGES. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specked in paragraph 3 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Five Hundred Dollars($500.00) for each calendar day or fraction thereof that expires after November 15, 2016 until the work is Substantially Complete. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Work Order, Notice of Award and Bid Schedule May 2016 00525-1 SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8,1990 edition with Cityof Fort Collins modifications (rev. 9/99)) and other provisions of the Contract Documents executed under 8106 Utility Infrastructure Construction Services for Water, Wastewater, and Stormwater Facilities Capital Improvements. All work performed under this work order shall be conducted in accordance with the technical specifications, included herein. SC-1 DEFINITIONS SC-1.38. Add the following language to the conclusion of paragraph 1.38 of the General Conditions: 1.38. Substantial Completion. ... Substantial Completion is further defined as that degree of completion of the operating facilities or systems of the Project defined in the Work Order sufficient to provide the OWNER the full time, uninterrupted, continuous, beneficial operation of the modifications, and all inspections required have been completed and identified deficiencies corrected. SC-1.43.A Add the following new paragraph immediately after paragraph 1.43 of the General Conditions: 1.43.A. Work Order —A written document executed by OWNER and CONTRACTOR that provides for the construction of a portion of the Work, pursuant to the Agreement and all as required by the Contract Documents, and that becomes a Contract Document when executed. SC-2 PRELIMINARY MATTERS SC-2.8. Delete paragraph 2.8 of the General Conditions entirely and replace it with the following paragraph: 2.8 Preconstruction Conference. Within ten days after the Contract Times for a Work Order start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working relationship among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawing and other submittals, processing Applications for Payment, and maintaining required records. SC-2.10, Add the following new paragraph immediately after paragraph 2.9 of the General Conditions: 2.10 Work Order Required for All Work. References to the Agreement in this Article 2 and in the General and Supplementary Conditions and Contract Documents notwithstanding, no Work shall be initiated or performed until CONTRACTOR has received a signed and executed Work Order, incorporating the Notice to Proceed, from OWNER; and no provision of the Article 2 or of the General and Supplementary Conditions and Contract Documents shall permit or require any action of CONTRACTOR in the absence of a signed and executed Work Order. All provisions of this Article 2 and of the General and Supplementary Conditions and Contract Documents referencing the Agreement or other parts of the Contract Documents, or permitting or requiring any action of Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Supplementary Conditions May 2016 00800-1 CONTRACTOR, shall be read as referencing and, as appropriate, requiring a signed and executed Work Order. SC-4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS SC-4.2.1.2. Add the following new paragraph immediately following paragraph 4.2.1.2 of the General Conditions: 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: none Contractor may rely upon the accuracy of the technical data contained in the documents, but not upon non -technical data, interpretations or opinions contained therein or upon the completeness of any information in the report. SC-5 BONDS AND INSURANCE SC-5.4.7. Include the following parties or entities as additional Insureds, as provided in paragraph 5.4.7 of the General Conditions: 5.4.7.1.The City of Fort Collins, Colorado, 4316 LaPorte Avenue, Fort Collins, Colorado 80522 SC-5.4.8.1. Add the following new paragraph immediately following paragraph 5.4.8 of the General Conditions: 5.4.8.1.1. Limits of Liability. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000 / $100,000 / $500,000. 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6: The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9. This policy will include completed operations coverage / product liability coverage with limits of $1,000,000 combined single limits (CSL). This policy shall also include an Umbrella Excess Liability as follows: General liability and automobile liability insurance in an amount not less than $1,000,000 per occurrence in excess of the above stated primary limits. SC-6 CONTRACTOR'S RESPONSIBILITIES Boxelder Creek Outfall - Phase 3 Supplementary Conditions Boxelder Creek Bridge May 2016 00800-2 SC-6.14.3. Add the following new paragraph immediately following paragraph 6.14.2 of the General Conditions: 6.14.3.1. The following Laws or Regulations are included in the Contract Documents as mandated by statute or for the convenience of the CONTRACTOR. Other Laws and Regulations apply which are not included herein, and are within the CONTRACTOR'S duty and responsibility for compliance thereto: 6.14.3.2. Notice to owners of Underground Facilities is required prior to excavations in the vicinity of such facilities. 6.14.3.2. Unless otherwise decided by reason of the amount of the Contract Price involved, or other good reason, before or at the time that the contract is awarded to a corporation outside the State of Colorado, such corporation must carry out the proper procedure to become authorized to do business in the State of Colorado, designate a place of business therein, and appoint an agent for service of process. Such corporation must furnish the OWNER with a certificate from the Secretary of State of Colorado, has been issued by its office and there shall also be procured from the Colorado Secretary of State a photostatic or certified copy of the designated place of business and appointment of agent for service of process, or a letter from the Colorado Secretary of State that such designation of place of business and agent for service of process have been made. 6.14.3.3 The CONTRACTOR must conform to the rules and regulations of the Industrial Commission of Colorado. Particular reference is made to rules and regulations governing excavation Work adopted by the Industrial Commission of Colorado. SC-6.35. Add the following new paragraphs immediately following paragraph 6.34 of the General Conditions: 6.35 Federal Requirements. As applicable, and as may be required for any Work Order, CONTRACTOR agrees to the following additional requirements. 6.35.1. CONTRACTOR agrees that he is subject to the provisions of the Williams -Steiger Occupational Safety and Health Act of 1970 and related program requirements, as included in Appendix A of the Supplementary Conditions. 6.35.2. CONTRACTOR agrees to utilize the rural Area business Development Plan, as included in Appendix B of the Supplementary Conditions. 6.35.3. CONTRACTOR agrees to the Prohibition Against Listed Violated Facilities, as included in Appendix C of the Supplementary Conditions. 6.35.4. CONTRACTOR agrees to the provisions of the Notice of Requirement for Affirmative Action to ensure equal employment opportunity and related attached documents, as included in Appendix D of the Supplementary Conditions SC-11 CHANGE OF CONTRACT PRICE Boxelder Creek Outfall — Phase 3 Supplementary Conditions Boxelder Creek Bridge May 2016 00800-3 SC-11.6.2.7. Add the following new paragraph to paragraph 11.6.2 of the General Conditions. 11.6.2.7. Cost of the Work. Allowances for profit, overhead and mark-up prescribed by Article 4 of the Agreement shall be used in lieu of any CONTRACTOR'S fee, overhead, profit or mark-up allowances as prescribed in paragraphs 11.6.2.1, 11.6.2.2 and 11.6.2.3. SC-12 CHANGE OF CONTRACT TIMES SC-12.3. Add the following language to the end of paragraph 12.3 of the General Conditions. 12.3 ... Lost days due to abnormal weather conditions will be allocated as required. SC-14 PAYMENTS TO CONTRACTOR AND COMPLETION SC- 14.1. Add the following language to the end of paragraph 14.1 of the General Conditions. 14.1. Schedule of values ... Progress payments on the negotiated not -to -exceed fee shall be based on a time and materials basis. END OF SECTION Boxelder Creek Outfall - Phase 3 Boxelder Creek Bridge Supplementary Conditions May 2016 00800-4 APPENDIX A WILLIAMS-STEIGER OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 A. AUTHORITY (1) The CONTRACTOR is subject to the provisions of the Williams -Steiger Occupational Safety and Health Act of 1970. (2) These construction documents and the joint and several phases of construction hereby contemplated are to be governed, at all times, by applicable provisions of the Federal law(s), including but not limited to the latest amendment of the following: a. Williams -Steiger Occupational Safety and Health Act of 1970, Public Law 94-596; b. Part 1910 - Occupational Safety and Health Standards, Chapter XVII of the Title 29, Code of the Federal Regulations. C. Part 1926 - Safety and Health Regulations for Construction, Chapter XVII of Title 29, Code of Federal Regulations, B. SAFTEY AND HEALTH PROGRAM REQUIREMENTS (1) This project, its prime contractor and its subcontractors, shall at all times be governed by Chapter XVII of Title 29, Code of Federal Regulations, Part 1926 - Safety and Health Regulations for Construction (29 CFR 22801), as amended to date. (2) To implement the program and to provide safe and healthful working conditions for all persons, general project safety meetings will be conducted at the site at least once each month during the course of the construction, by the construction superintendent or his/her designated safety officer. Notice of such meeting shall be issued not less than three (3) days prior, stating the exact time, location and agenda to be included. Attendance by the OWNER, architect, general foreman, shop steward(s) and trades, or their designated representatives, witnessed in writing as such, shall be mandatory. (3) To further implement the program, each trade shall conduct a short gang meeting, not less than once a week, to review project safety requirements mandatory for all persons during the coming week. The gang foremen shall report the agenda and specific items covered to the project superintendent, who shall incorporate these items in his/her daily log or report. (4) The prime contractor and all subcontractors shall immediately report all accidents, injuries or health hazards to the owner and architect or their designated representatives, in writing. This shall not obviate any mandatory reporting under the provisions of the Occupational Safety and Health Act of 1970. (5) This program shall become a part of the contract documents and the contract between the owner and prime contractor, prime contractor and all subcontractors, as though fully written therein. Boxelder Creek Outfall — Phase 3 Supplementary Conditions Boxelder Creek Bridge May 2016 00800-5 APPENDIX B RURAL AREA BUSINESS ENTERPRISE DEVELOPMENT PLAN The Contractor agrees and is required to utilize the following affirmative steps: A. Placing Small Businesses in Rural Areas (SBRA) on solicitation lists; B. Ensuring that SBRAs are solicited whenever they are potential sources; C. Dividing total requirements, when economically feasible, into small tasks or quantities to permit maximum participation by SBRAs; D. Establishing delivery schedules, where the requirements of work will permit, which would encourage participation by SBRAs; E. Requiring the contractors if it awards subcontracts, to take the affirmative steps in subparagraphs A. through E. of this condition. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Supplementary Conditions May 2016 00800-6 APPENDIX C PROHIBITION AGAINST LISTED VIOLATED FACILITIES A. REQUIREMENTS (1) To comply with all the requirements of section 114 of the Clean Air Act, as amended (42 U.S.C. 1857, et seq., as amended by Pub. L. 92-604) and section 308 of the Clean Water Act (33 U.S.C. 1251, as amended), respectively, which relate to inspection, monitoring, entry, reports and information, as well as other requirements specified in section 114 and section of the Air Act and the Water Act, respectively, and all regulations and guidelines issued thereunder before the award of this contract. (2) That no portion of the work required by this prime contract will be performed in a facility listed on the Environmental Protection Agency list of violating facilities on the date when this contract was awarded unless and until the EPA eliminates the name of such facility or facilities from the listing. (3) That the best efforts to comply with clean air and clean water standards at the facilities in which the contract is being performed. (4) To insert the substance of the provisions of this clause, including this paragraph (4), in any nonexempt subcontract. B. DEFINITIONS (1) Air Act means the Clean Air Act, as amended (42 U.S.C. 1857 et seq.). (2) Water Act means the Clean Water Act, as amended (33 U.S.C. 1251 et seq.). (3) Clean Air Standards means any enforceable rules, regulations, guidelines, standards, limitations, orders, controls, prohibitions or other requirements which are contained in, issued under or otherwise adopted under the Air Act or Executive Order 11738, an applicable implementation plan as described in section 110(d) of the Air Act (42 U.S.C. 1857c-5(d), an approved implementation procedure or plan -under section 111(c) or section 111(d), or an approved implementation procedure under section 112(d) of the Air Act (42 U.S.C. 1857c-7(d). (4) Clean Water Standards means any enforceable limitation, control, condition, prohibition, standard or other requirement which is promulgated under the Water Act or contained in a permit issued to a discharger by the Environmental Protection Agency or by a State under an approved program, as authorized by section 402 of the Water Act (33 U.S.C. 1342), or by a local government to ensure compliance with pretreatment regulations as required by section 307 of Water Act (33 U.S.C. 1317). (5) Compliance means compliance with clean air or water standards. Compliance shall also mean compliance with a schedule or plan ordered or approved by a court of competent jurisdiction, the Environmental Protection Agency in accordance with the requirements of the Air Act or Water Act and regulations. (6) Facili means any building, plant, installation, structure, mine, vessel or other floating craft, Boxelder Creek Outfall — Phase 3 Supplementary Conditions Boxelder Creek Bridge May 2016 00800-7 location or site of operations, owned leased or supervised by a contractor or subcontractor, to be used in the performance of a contract or subcontract. Where a location or site of operations contains or includes more than one building plant, installation or structure, the entire location or site shall be deemed to be a facility except where the Director, Office of Federal Activities, Environmental Protection Agency, determines that independent facilities are located in one geographical area. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Supplementary Conditions May 2016 00800-8 SECTION 00900 ADDENDA, MODIFICATIONS, AND PAYMENT 00950 Contract Change Order 00960 Application for Payment Boxelder Creek Outfall — Phase 3 Addenda, Modifications & Payment Table of Contents Boxelder Creek Bridge May 2016 00900-1 PROJECT TITLE CONTRACTOR: PROJECT NUMBER: DESCRIPTION: SECTION 00950 CHANGE ORDER NO. Boxelder Creek Outfall - Phase 3 - Boxelder Creek Bridge 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDERS TOTAL PENDING CHANGE ORDERS TOTAL THIS CHANGE ORDER THIS C.O. % OF ORIGINAL CONTRACT 0.0% TOTAL C.O.'S % OF ORIGINAL CONTRACT 0.0% ADJUSTED CONTRACT COST (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Gerry S. Paul, Director of Purchasing and Risk Management If over $60,000 cc: Project File Contractor Purchasing DATE: DATE: DA DATE: $ 0.00 0.00 0.00 0.00 $ 0.00 Boxelder Creek Outfall - Phase 3 Contract Change Order Boxelder Creek Bridge May 2016 00950-1 2) Final Acceptance: After Substantial Completion Two Hundred Dollars ($200.00) for each calendar day or fraction thereof that expires after the 60 calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. 5. EXECUTION. Four (3) copies of this proposed Work Order & Notice of Award, and accompanying amendments or supplements to the Contract Documents (except any applicable Drawings) incorporated herein, are provided. Three (3) sets of any applicable Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is, by June 01, 2016. A. You must deliver to OWNER Four (4) fully -executed counterparts of this Work Order, including all amendments or supplements to the Contract Documents incorporated herein. Each Work Order must bear your signature as provided. B. You must deliver with the executed Work Order the Contract Security (Bonds) and insurance, as specified in the Agreement, this Work Order, the General Conditions (Article 5.1) and the Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned and to annul this Work Order & Notice of Award. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of this Work Order with any amendments or supplements to the Contract Documents attached. CONTRACTOR'S NOTICE OF AWARD REPRESENTATION & EXECUTION: CONTRACTOR agrees to perform the services identified above, in accordance with the terms and conditions contained herein and in the AGREEMENT dated August 17, 2015, and the NOTICE OF AWARD dated May 01, 2016, between the parties. In the event of a conflict between or ambiguity in the terms of the AGREEMENT or specific Work Orders, the AGREEMENT shall control. • - • -Companies, to Date: May 20, 2016 Name: Wayne O'Brien """""`••. Title: Chief Operating Officer U RP : cJlx CO IS .� Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Work Order, Notice of Award and Bid Schedule May 2016 00525-2 PROJECT: OWNER: City of Fort Collins Utilities CONTRACTOR: APPLICATION NUMBER: 281 North College APPLICATION DATE: Fort Collins, CO 80522 PERIOD BEGINNING: PERIOD ENDING: ENGINEERS: PROJECT NUMBER: CHANGE ORDERS: PAY APPLICATION: NUMBER DATE AMOUNT Application is made for Payment as shown below in connection with the Contract. The present status of the account for this Contract is as follows. Original Contract Amount: Net Change by Change Order: $ Revised Current Contract Amount: $0.00 Total Work Completed to Date: Total Change Order Work to Date: Total Stored to Date: Total Completed and Stored Materials to Date: $0.00 Less Previous Payments: Amount due this Pay Application (before retamage): $0.00 Less Retainage: $ - Net Change by Change Order: $ - AMOUNT DUE THIS APPLICATION: $0.00 Change Order %: 0.00 0 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with 't� Cityof the WORK have been satisfied as required in paragraph 14.3 of the General Conditions of the Contract. �/"f The above Amount Due this Application is requested by the CONTRACTOR's Project Manager. F6rt Collins Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Jay Rose, Special Projects Manager Payment of the above Amount Due This Application is approved by the OWNER. Date: By: Owen L. Randall, Chief Engineer ATTACHMENT A Work Order #: Boxelder Creek Outfall — Phase 3 — Boxelder Creek Bridge Drawings Sheet Title Revision Date 1 Construction Drawings for the Boxelder Creek Outfall 03/11/2016 And Prospect Road Bridge Replacement Projects. 2 Project Information Sheet 03/11/2016 3 Survey Control and Geotechnical Borehole Location Sheet 03/11/2016 4 Geotechnical Borehole Information 03/11/2016 5 Ownership and Easement/Right Of Way Information 03/11/2016 17 Additional Site Access 03/11/2016 18 Demo Plan 03/11/2016 19 General Grading Plan (North Area) 03/11/2016 21 Haul Rout and Stock Pile Area for Areas North of 03/11/2016 Prospect Road 22 Riprap and TRM Standard Details 03/11/2016 23 Boxelder Creek Bridge Replacement Plan and Profile 03/11/2016 24 Boxelder Creek Typical Sections 03/11/2016 33,34 2 Lane Plan and Profile 02/26/2016 35 - 44 2 Lane Cross Sections 02/26/2016 45 2 Lane Striping Plan 02/26/2016 46,47 Boxelder Creek Structure Notes 02/26/2016 48 Boxelder Creek Typical Section 02/26/2016 49 Boxelder Creek Structure Typical Section 02/26/2016 Boxelder Creek Outfall — Phase 3 Attachment A Boxelder Creek Bridge May 2016 ATTACHMENT A (Continued) Sheet Title Revision Date 50 Boxelder Creek Structure Plan and Profile 02/26/2016 51 Boxelder Creek Structure Layout 02/26/2016 52 Boxelder Creek Structure North End Structure Detail 02/26/2016 53 Boxelder Creek Structure South End structure Detail 02/26/2016 54 - 58 Boxelder Creek Structure Details 02/26/2016 59 Boxelder Creek Riparian Trail Tie In at the Channel Bank 02/26/2016 60,61 Boxelder Creek Structure Railing Details 02/26/2016 62 Boxelder Creek Structure Splice Details 02/26/2016 63 - 66 Boxelder Creek Structure railing Details 02/26/2016 67 Boxelder Creek Structural Coating Limits 02/26/2016 86 Urban Design Site Plan 03/11/2016 88 - 94 Urban Design 03/11/2016 Boxelder Creek Outfall - Phase 3 Attachment A Boxelder Creek Bridge May 2016 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01110 SUMMARY OF WORK SECTION 01140 CONTRACTOR'S USE OF PREMISES SECTION 01145 SPECIAL PROJECT PROCEDURES SECTION 01180 UTILITY SOURCES SECTION 01270 MEASUREMENT AND PAYMENT SECTION 01310 PROJECT MEETINGS SECTION 01320 CONSTRUCTION SCHEDULES SECTION 01330 SUBMITTALS SECTION 01425 STANDARD REFERENCES SECTION 01450 MATERIALS TESTING SECTION 01520 FIELD OFFICES FOR OWNER SECTION 01555 TRAFFIC REGULATION SECTION 01580 PROJECT SIGNS SECTION 01635 SUBSTITUTIONS AND PRODUCT OPTIONS SECTION 01650 MATERIAL DELIVERY, STORAGE, AND HANDLING SECTION 01710 SITE CONDITIONS SECTION 01715 TREE, LANDSCAPE, VEGETATION, AND WETLAND PROTECTION SECTION 01720 FIELD ENGINEERING AND SURVEYING SECTION 01745 ENVIRONMENTAL CONTROLS SECTION 01780 CONTRACT CLOSE-OUT Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 Division 1 TOC - 1 Division 1 Table of Contents SECTION 01110 SUMMARY OF WORK PART GENERAL 1.01 SECTION INCLUDES A. Site location and description. B. Project description. C. Scope of work and work sequence. D. Underground utilities. 1.02 SITE LOCATION AND DESCRIPTION A. Boxelder Creek Outfall — Phase 3 — Boxelder Creek Bridge 1. The site of the work is located on the east Prospect ROW on Boxelder Creek between Summitview Drive and 1-25 as shown on the Drawings. 2. The site is in the Boxelder Creek/ Poudre River Basin in east central Fort Collins. 1.03 PROJECT DESCRIPTION A. The Boxelder Creek Outfall - Phase 3 — Boxelder Creek Bridge work includes but is not limited to: 1. Removal and disposal of existing bridge structure on Boxelder Creek. 2. Dewatering 3. Demolition of Abandoned Utilities. 3. Installation of a new bridge consisting of two side by side 5 foot by 14 foot Reinforced Concrete Box Culverts 115 feet Long. 4. Construction of New Bridge Headwalls. 5. Road Construction. 6. Urban Design. 7. Post Construction Landscaping and Seeding. 8. All other items set forth in the Specifications and Drawings. Boxelder Creek Outfall — Phase 3 Summary of Work Boxelder Creek Bridge May 2016 01110-1 1.04 WORK SEQUENCE A. The Work Sequence is to be submitted as part of the construction schedule required in Section 01320 (Construction Schedules) and Section 01330 (Submittals). Construction of the project shall begin within seven (7) calendar days of the date of Notice to Proceed. 1.05 UNDERGROUND UTILITIES A. It shall be the responsibility of the CONTRACTOR to verify the existence and location of all underground utilities along the route of the work and to coordinate the construction schedules with these utility owners. See Section 01180 for a list of Utility Sources. B. Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans, however, there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the CONTRACTOR only, and no responsibility is assumed by either the OWNER or the ENGINEER for their accuracy or completeness. C. The CONTRACTOR shall field verify all utilities and coordinate construction with utility owners prior to starting construction. The CONTRACTOR shall be responsible for protecting utilities during construction and scheduling utility adjustments to eliminate conflict with progress of the work. Any damage to existing utilities shall be repaired at no additional cost to the OWNER. D. The CONTRACTOR shall notify the ENGINEER immediately of any field condition not consistent with the contract documents. END OF SECTION Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 01110-2 Summary of Work THIS PAGE INTENTIONALLY LEFT BLANK Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 01110-3 Summary of Work SECTION 01140 CONTRACTOR'S USE OF PREMISES PART1 GENERAL 1.01 SECTION INCLUDES A. The CONTRACTOR may use the OWNER's property designated within the construction limits shown on the Drawings for equipment and materials as long as he confines his operations to those permitted by local laws, ordinance and permits and meets the following requirements: Do not unreasonably encumber site with materials or equipment. 2. Assume full responsibility for protection and safekeeping of products stored on premised. 3. Move any stored products which interfere with operations of the OWNER. 4. Obtain and pay for use of additional storage or work areas needed for operations. 1.02 LIMITS OF CONSTRUCTION A. The CONTRACTOR must maintain all construction activities within the OWNER's property and/or construction easements and limits of the project, or other stated areas, unless permits and/or written permission are obtained by the CONTRACTOR, from appropriate authorities or private property owners, outside of these areas. Contractor shall fence all easements and work areas. Fences shall be substantial in size and type to prevent injury to persons and animals and prevent domestic animals (i.e. horses, cattle, livestock, etc.) from entering in or across the construction site. The temporary permits must be secured and paid for by the CONTRACTOR at no extra cost to the OWNER. Any temporary permits secured must be in writing and a copy of same provided to the ENGINEER. 1.03 SECURITY A. The CONTRACTOR shall at all times be responsible for the security of his facilities and equipment. The OWNER will not take responsibility for missing or damaged equipment, tools, or personal belongings of the CONTRACTOR. END OF SECTION Boxelder Creek Outfall - Phase 3 Contractor's Use of Premises Boxelder Creek Bridge May 2016 01140-1 SECTION 01180 UTILITY SOURCES PART1 GENERAL 1.01 SECTION INCLUDES A. Names and telephone numbers of affected agencies and utilities in the area are listed below for the CONTRACTOR's convenience. The CONTRACTOR assumes all responsibility of contacting these agencies and verification of telephone numbers. 1. Water Fort Collins Utilities (970) 221-6700 2. Sanitary Sewer Fort Collins Utilities (970) 221-6700 3. Stormwater Fort Collins Utilities (970) 221-6700 4. Electrical Fort Collins Utilities (970) 221-6700 6. Engineering City of Fort Collins (970) 221-6605 7. Traffic City of Fort Collins (970) 221-6615 8. Gas Xcel Energy (800) 895-2999 9. Telephone Owest (800) 573-1311 10. Cable TV Comcast (800) 266-2278 11. One -Call Utility Locates (800) 922-1987 END OF SECTION Boxelder Creek Outfall — Phase 3 Utility Sources Boxelder Creek Bridge May 2016 01180-1 SECTION 01270 MEASUREMENT AND PAYMENT PART1 GENERAL 1.01 SECTION INCLUDES A. The work performed under this Agreement shall be paid for on a Time and Materials basis. The quantities provided on the Bid Schedule are only estimates of the actual quantities of the work to be performed, and are only included for purposes of making the award and establishing a basis for estimating the probable cost of the Work. The actual amounts of work performed and materials furnished may differ from the estimated quantities. The basis of payment for work and materials bid as time and materials will be the actual amount of approved work done and materials furnished. The CONTRACTOR agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amount for bid items. Payment shall be made only for those items included in the Bid Schedule. All costs incurred shall comply with the provisions of these Specifications and shall be included in the price bid for the associated items in the Bid Schedule. Except as may be otherwise stipulated, the OWNER will furnish no material, labor or equipment. The quantity of work, which will be considered for payment, is the actual cost of the work plus CONTRACTOR'S markups in accordance with all relative Specifications and Agreements. Boxelder Creek Outfall - Phase 3 Boxelder Creek Bridge 01270 -1 May 2016 Measurement and Payment OWNER'S ACCEPTANCE & EXECUTION: This Work Order and the attached Contract Documents are hereby accepted and incorporated herein by this reference and the attac,bed Notice to Proceed is hereby given. REVIEWED: ACCEPTANCE: ACCEPTANCE: ACCEPTANCE: ACCEPTANCE: ACCEPTANCE: ATTEST: Projects Manager Jin Wig, Projects Manager Dealr, Capitalroject M Hager Rick Richter, Directoflof Infrastructure Services (if greater than $1,0 ,000) Darin A. Attebrerry, E4 Manager (if greater than $1,000,000) Date: .5 ? -3Z 6 Date: Date: Date: Date: lt>•7 0F FO T OL S Date: I I Gerry Paul Purchasing Director (if greater than $60,000) SEAL City Clerk APPROVED AS TO FO M: i Senior Assis ant City Attorney Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Work Order, Notice of Award and Bid Schedule May 2016 00525-3 SECTION 01310 PROJECT MEETINGS PART1 GENERAL 1.01 SECTION INCLUDES A. Pre -Construction Conference: A Pre -Construction Conference will be held after Notice of Award and before the Notice to Proceed, the date, time and location will be determined after Notice of Award. The conference shall be attended by: 1. CONTRACTOR and CONTRACTOR's Superintendent 2. CONTRACTOR's Surveyor and Subcontractors 2. ENGINEER 3. OWNER 4. Others as requested by the CONTRACTOR, OWNER, or ENGINEER. Unless previously submitted to the OWNER, the CONTRACTOR shall bring to the conference a tentative schedule of the construction project, include in the schedule shop drawings and other submittals. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: 1. CONTRACTOR's tentative Schedule 2. Permit applications and submittals, including 402 Permit, SWMP, and Traffic Control Plan 3. Transmittal, review and distribution of CONTRACTOR's submittals 4. Processing applications for payment 5. Maintaining record documents 6. Critical work sequencing 7. Field decision and change orders 8. Use of premises, office and storage areas, staging area, security, housekeeping, and OWNER's needs 9. CONTRACTOR's assignment of safety and first aid B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency, if approved by the OWNER, ENGINEER and CONTRACTOR. These meetings shall be attended by the OWNER, the ENGINEER, the CONTRACTOR's representative and any others invited by these people. The meeting will be conducted by the ENGINEER and the ENGINEER will arrange for keeping the minutes and distributing the minutes to all persons in attendance. The agenda of these project meetings will include construction progress, the status of submittal reviews, status of information requests, critical work sequencing, review of Boxelder Creek Outfall — Phase 3 Project Meetings Boxelder Creekk Bridge May 2016 01310-1 No Text strategies for connections into existing facilities, status of field orders and change orders, and any general business. END OF SECTION Boxelder Creek Outfall — Phase 3 Boxelder Creekk Bridge Project Meetings May 2016 01310-2 SECTION 01320 CONSTRUCTION SCHEDULES SECTION INCLUDES Prepare detailed schedule of all construction operations and procurements to be reviewed by parties attending the preconstruction conference. Schedule shall be approved by the OWNER and ENGINEER prior to Notice to Proceed. FORMAT AND SUBMISSIONS Prepare construction and procurement schedules in a graphic format suitable for displaying scheduled and actual progress. Submit four (4) copies of each schedule to the OWNER and ENGINEER for review. The ENGINEER will return one copy to the CONTRACTOR with revisions suggested or necessary for coordination of the Work with the needs of the OWNER or others. Construction Progress Schedule Show the complete work sequence of construction by activity and location. Show projected percentage of completion for each item as of the first day of the month. Report of delivery of equipment and materials. Show delivery status of critical and major items of equipment and materials. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials. Submit revised schedules and reports when changes are foreseen, when requested by OWNER or ENGINEER, and with each application for progress payment. Show changes occurring since previous submission. Actual progress of each item to date. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. 1.05 OWNER'S RESPONSIBILITY A. OWNER's review is only for the purpose of checking conformity with the Contract Documents and assisting CONTRACTOR in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving CONTRACTOR from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 01320-2 Construction Schedules SECTION 01330 SUBMITTALS [zlift�44 I4ffs111111 1.01 SECTION INCLUDES A. Requirements: Where required by the Specifications, the CONTRACTOR shall submit descriptive information that will enable the ENGINEER to determine whether the CONTRACTOR's proposed materials, equipment, methods of work are in general conformance to the design concept and in accordance with the Drawings and Specifications. The information submitted may consist of drawings, specifications, descriptive data, certificates, samples, test results, product data, and such other information, all as specifically required in the Specifications. In some instances, specified submittal information describes some, but not all features of the material, equipment, or method of work. 2. The CONTRACTOR shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material, equipment, or method of work shall be as described in the submittal. The CONTRACTOR shall verify that all features of all products conform to the requirements of the Drawings and Specifications. The CONTRACTOR shall ensure that there is no conflict with other submittals and notify the ENGINEER in each case where its submittal may affect the work of another CONTRACTOR or the OWNER. The CONTRACTOR shall ensure coordination of submittals among the related crafts and subcontractors. 3. Submittals will be reviewed for overall design intent and returned to CONTRACTOR with action to be indicated by the ENGINEER. It shall be the CONTRACTOR's responsibility to assure that previously accepted documents are destroyed when they are superseded by a resubmittal as such. 4. It shall be the CONTRACTOR's responsibility to ensure that required items are corrected and resubmitted. Any work done before approval shall be at the CONTRACTOR's own risk. B. Submittal Procedure: Unless a different number is called for in the individual sections, six (6) copies of each submittal and sample are required, four (4) of which will be retained by the ENGINEER. The CONTRACTOR shall receive two (2) copies in return. Faxed submittals will not be accepted. As an alternate, submittals may be posted on a "share site" such as Sharepoint, for review by the ENGINEER or OWNER. All other requirements of this section shall apply. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Submittals May 2016 01330-1 2. Submittals that are related to or affect each other shall be forwarded simultaneously as a package to facilitate coordinated review. Uncoordinated submittals will be rejected. 3. If the items or system proposed are acceptable but the major part of the individual drawings or documents are incomplete or require revision, the submittal will be returned with requirements for completion. 4. The right is reserved for the ENGINEER to require submittals in addition to those called for in individual sections. 5. Submittals regarding material and equipment shall be submitted directly to the ENGINEER and will be accompanied by a transmittal form. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate discrete sections for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the group or package as a whole. 6. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: "XXX-Y;" where "XXX" is the originally assigned submittal number and "Y' is a sequential letter assigned for resubmittals (i.e., A, B, or C being the first, second and third resubmittals, respectively). Submittal 2513, for example, is the second resubmittal of Submittal 25. 7. If the CONTRACTOR proposes to provide material, equipment, or method of work that deviates from the Contract Documents, it shall indicate so under "deviations" on the transmittal form accompanying the submittal copies. 8. Submittals that do not have all the information required to be submitted, including deviations, are not acceptable and will be returned without review. C. Review Procedure: Submittals are specified for those features and characteristics of materials, equipment, and methods of operation that can be selected based on the CONTRACTOR's judgment of their conformance to the requirements of the Drawing and Specifications. Other features and characteristics are specified in a matter that enables the CONTRACTOR to determine acceptable options without submittals. The review procedure is based on the CONTRACTOR's guarantee that all features and characteristics not requiring submittals conform to the Drawings and Specifications. Review shall not extend to means, methods, techniques, sequences, or procedures of construction or to verifying quantities, dimensions, weights or gages, or fabrication processes (except where specifically indicated or required by the Specifications) of separate items, and as such, will not indicate approval of the assembly in which the item functions. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Submittals May 2016 01330-2 2. Unless otherwise specified, within twenty-one (21) calendar days after receipt of the submittal, the ENGINEER will review the submittal and return copies. The returned submittal will indicate one of the following actions: a. If the review indicates that the material, equipment, or work method complies with the Specifications, submittal copies will be marked "NO EXCEPTIONS TAKEN". In this event, the CONTRACTOR may begin to implement the work method or incorporate the material or equipment covered by the submittal. b. If the review indicates limited corrections are required, copies will be marked "FURNISH AS NOTED". The CONTRACTOR may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in Operation and Maintenance data, a corrected copy shall be provided. C. If the review indicates that the submittal is insufficient or contains incorrect data, copies will be marked "REVISE AND RESUBMIT'. Except at its own risk, the CONTRACTOR shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or "FURNISH AS NOTED". d. If the review indicates that the material, equipment, or work method do not comply with the Specifications, copies of the submittal will be marked "REJECTED". Submittals with deviations that have not been identified clearly may be rejected. Except at its own risk, the CONTRACTOR shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "FURNISH AS NOTED". D. Drawing: The term "shop drawings" includes drawings, diagrams, layouts, schematic, descriptive literature, illustrations schedules performance and test data, and similar materials furnished by CONTRACTOR to explain in detail specific portions of the work required by the Contract 2. CONTRACTOR shall coordinate all such drawings, and review them for legibility, accuracy, completeness and compliance with contract requirements and shall indicate this approval thereon as evidence of such coordination and review. Shop drawing submitted to the ENGINEER without evidence of CONTRACTOR's approval will be returned for resubmission. 3. Shop drawing shall be clearly identified with the name and project number of this contract, and references to applicable specification paragraphs and contract drawings. When catalog pages are submitted, applicable items shall be clearly identified. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Submittals May 2016 01330-3 4. CONTRACTOR shall stamp his approval on shop drawings prior to submission to the ENGINEER as indication of his checking and verification of dimensions and coordination with interrelated items. Stamp shall read: "(CONTRACTOR's Name) represents that we have determined and verified all field dimensions and measurements, field construction criteria, materials, catalog numbers and similar data, and that we have checked with the requirements of the Specifications and Drawings, the Contract Documents, and General Conditions. Marks on drawings by CONTRACTOR shall not be in red. Any marks by CONTRACTOR shall be duplicated on all copies submitted. 5. If shop drawings show variations from contract requirements, CONTRACTOR shall describe such variations in writing, separate from the drawings, at time of submission. All such variations must be approved by the ENGINEER. If ENGINEER approves any such variations, he shall issue an appropriate contract modification, except that, if the variation is minor and does not involve a change in price or in time of performance, a modification need not be issued. 6. Should the CONTRACTOR propose any item on his shop drawings or incorporate an item into the work, and that item should subsequently prove to be defective or otherwise unsatisfactory, (regardless of the ENGINEER's preliminary review), the CONTRACTOR shall, at his own expense, replace the item with another item that will perform satisfactorily. E. Certificates: For those items called for in individual sections, furnish six (6) certificates of compliance from manufacturers or suppliers certifying that materials or equipment being furnished under the Contract comply with the requirements of these Specifications. F. Samples: Samples shall be sufficient in size to clearly illustrate functional characteristics and full range of color, texture, and pattern. G. Effect of Review of CONTRACTOR's Submittals: Review of drawings, data, methods of work, or information regarding materials or equipment the CONTRACTOR proposes to provide, shall not relieve the contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the ENGINEER or the OWNER, or by any officer or employee thereof, and the CONTRACTOR shall have no claim under the Contract on account of the failure or partial failure, of the method of work, material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "FURNISH AS NOTED" shall mean that the OWNER has no objection to the CONTRACTOR, upon its own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Submittals May 2016 01330-4 END OF SECTION Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Submittals May 2016 01330-5 4/26/2016 Project: Boxelder Creek Crossing (Work Order #3) Date: April 26, 2016 Final Schedule of Values Ga:) ry ADVANCING WATER Item Number Description Unit of Measure Estimated Quantity Unit Cost ($) Item Cost ($) General Conditions 1 Mobilization & Field Overhead (June -October x 113 Engineering) LS 1 $ 66.600.00 $ 66,600.00 2 Traffic Control for Engineering Portion (by COFC) LS 1 - (by COFC) 3 Construction Survey LS 1 2,100.00 2,100.00 4 Construction Dewatering (Crossing Box Culverts) LS 1 68,000.00 68,000.00 5 Erosion & Sediment Control (allowance) LS 1 9,000.00 9.000.00 6 Connell Resources Mobilization/Management (18% Engineering)) LS 1 17,400.00 17,400.00 7 AIRS Mobilization/Management (57% Engineering) LS 1 33,578,00 33,578.00 5 Office Trailer Set-up (1/3 Engineering) LS 1 4,450.00 4,450.00 9 Office Trailer Rental(1/3 Engineering) MO 2 800.00 1,500.00 10 Office Area/Employee Parking (1/3 Engineering) LS 1 5,400.00 5,400.00 11 Glanz Access Road & Culverts & Removal (1/2 Engineering) LS 1 12,600.00 12,600.00 Subtotal 220,728.00 Demolition & Misc. Site Work 12 Remove Electrical Ductbank LF 100 8,00 800.00 13 Remove 6" A/C Waterline (Disposal by ELCO) LF 100 11.00 1,100.00 14 Remove 4" Gas Line LF 100 7.00 700.00 15 Asphalt Removal SY 1.260 6.00 7,560.00 16 Demolish & Remove Bridge LS 1 17,000.00 17,000.00 17 Double 48" Boxelder Creek By -Pass Conduit & Removal LF 580 112.00 64,960.00 Subtotal 92,120.00 Utility Relocations 18 Xcel (north) Overhead Electrical Relocation (1/2 Engineering) LS 1 5,000.00 5,000.00 Subtotal 5,000.00 Boxelder Creek Crossing & Headwalls 19 14' x 5' RCB (2 Conduits) LF 204 1,610.00 326,440.00 40 1-1/2" Stabilization Rock Under Boxes (Allowance) CY 200 75,00 15,000.00 21 Structural Fill Sides & Top of Box to Existing Grade (Allowance) CY 1,253 40,00 50,120.00 22 Concrete Toe, Wing & Parapet Walls & Riparian Features CY 244 773,00 188,612.00 23 Epoxy Coating Reinforcing Steel LB 54,560 1.25 68,745.60 24 Excavate & Stabilize Footings/Cast in Place Box Floors EA 4 2.310.00 9,240.00 25 Backfill Footings & Wngwalls EA 4 1,370.00 5,480.00 Subtotal 665,637.60 Road Construction (Sta 6+30 to 8+931 P6 Aggregate Base Course (Class 5) 10" Under Asphalt SY 2,350 12.80 30,080.00 27 Hot Mix Asphalt (4" Gr. S) (Asph.) (75) (PG 54-22) SY 2,350 18.30 43,005.00 48 Hot Mix Asphalt (2" Modified) SY 2,350 10.00 23,500.00 29 2" Mill & Overlay (West Transition) SY 830 1320 10,956.00 30 Fly -Ash Stabilization (Allowance) SY 2,350 11.20 26,320,00 31 Glanz Asphalt Approach(1/2 Engineering) SY 38 43.00 1,634.00 Subtotal 135 495,00 Site Work 32 Type M Riprap CY 180 100.00 18,000.00 33 Channel Grading Upstream & Downstream LS 1 6,500,00 6,500.00 34 Seeding & Mulching AC 1 2,848.00 2,848.00 Subtotal 27,348.00 Urban Design 35 Subgrade Construction CY 405 14.00 5,670.00 36 Aggregate Base Course (Class 5) Transition SY 1,000 14.20 14,200.00 37 Structural Coating SF 782 9.00 7,038.00 38 9.5' Wide Sidewalk at Parapet Walls SF 1,558 6.30 9,815,40 39 Railing at Parapet Walls LF 230 750.00 172.500.00 SECTION 01425 STANDARD REFERENCES PART GENERAL 1.1 SECTION INCLUDES A. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, or laws or regulations in effect at the time of opening of Bids, except as may be otherwise specifically stated. However, no provision of any referenced standard, specifications manual or code (whether or not specially incorporated by reference in the Contact Documents) shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR, or ENGINEER, or any of their consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to ENGINEER, or any of ENGINEER's Consultants, agents, or employees, any duty or authority to supervise or direct the furnishing or performance of the Work. Whenever used in the Contract Documents, the following abbreviations will have the meanings listed: AASHTO American Association of State Highway and Transportation Officials 444 North Capital Street, N.W., Suite 225 Washington, DC 20001 ACI American Concrete Institute POB 19150 Detroit, MI 48331 ACPA American Concrete Pipe Association AISC American Iron and Steel Institute 150 East 42nd Street New York, NY 10017 AISI American Iron and Steel Institute 150 East 42nd Street New York, NY 10017 ANSI American National Standards Institute, Inc. 1430 Broadway New York, NY 10017 AREMA American Railway Engineering and Maintenance -of -Way Association 8201 Corporate Drive, Suite 1125 Boxelder Creek Outfall — Phase 3 Standard References Boxelder Creek Bridge May 2016 01425-1 Landover, MD 20785 ASCE American Society of Civil Engineers 345 East 47th Street New York, NY 10017 ASTM American Society of Testing and Materials 1916 Race Street Philadelphia, PA 19103 ATSSA American Traffic Safety Services Association BOCA Building Officials and Code Administrators 17926 Halstead Homewood, IL 60430 CCA Colorado Contractors Association CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street Chicago, IL 60601 CSI Construction Specifications Institute DIPRA Ductile Iron Pipe Research Associations EPA Environmental Protection Agency FEDSPEC Federal Specifications General Services Administration Specification and Consumer Information Distribution Branch Washington Navy Yard, Building 197 Washington, DC 20407 FEDSTDS Federal Standards (see FEDSPEC) ICBO International Conference of Building Officials 5360 South Workman Mill Road Whittier, CA 90601 MILSPEC Military Specifications Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120 Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 01425-2 Standard References NIST National Institute of Standards and Technology NPC National Plumbing Code NSC National Safety Council OSHA Occupational Safety and Health Act U.S. Department of Labor Occupational and Health Administration San Francisco Regional Office 450 Golden Gate Avenue, Box 30617 PCA Portland Cement Association PCI Prestressed Concrete Institute PS Products Standards Section - U.S. Depart. of Commerce SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction Building News, Inc. 3055 Overhead Avenue Los Angeles, CA 90034 TCA Title Council of America UBC Uniform Building Code Published by ICBO UL Underwriter's Laboratory 207 East Ohio Street Chicago, IL 60611 UMC Uniform Mechanical Code Published by ICBO UPC Uniform Plumbing Code Published by IAPMO Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 END OF SECTION 01425-3 Standard References SECTION 01450 MATERIALS TESTING PART1 GENERAL 1.01 SECTION INCLUDES A. Provide such equipment and facilities as are required for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment found to be acceptable. Any product which becomes unfit for use after approval thereof shall not be incorporated into the work. B. Tests shall be made by an accredited testing laboratory selected by the OWNER. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM), and the American Association of Highway and Transportation Officials (AASHTO). C. Where additional or specific information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.02 OWNER'S RESPONSIBILITIES A. The OWNER shall be responsible for and shall pay all costs in connection with the following testing: Soils compaction tests 2. Trench backfill 3. Pipe and structural bedding 4. Tests not called for by the Specifications of materials delivered to the site 5. Concrete tests 6. Pavement tests 1.03 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, CONTRACTOR shall also be responsible for and shall pay all costs in connection with testing required for the following: Boxelder Creek Outfall — Phase 3 Materials Testing Boxelder Creek Bridge May 2016 01450-1 1. Concrete materials and mix designs. 2. Design of asphalt mixtures. 3. Gradation tests for embankment, fill and backfill materials. 4. All performance and field testing specifically called for by the Specifications. 5. All retesting for work or materials found defective or unsatisfactory, including tests covered under 1.02 above. 6. Water quality testing required by discharge permits. 1.04 TRANSMITTAL OF TEST REPORTS Written reports of tests and engineering data furnished by CONTRACTOR for ENGINEER's review of materials and equipment proposed to be used in the work shall be submitted as specified for Shop Drawings. The testing laboratory retained by the OWNER will furnish six (6) copies of a written report of each test performed by laboratory personnel in the field or laboratory. Three (3) copies of each test report will be transmitted to the ENGINEER, one (1) copy to the CONTRACTOR, and two (2) copies to the OWNER within seven (7) days after each test is completed. Results of tests performed on site will be relayed to the ENGINEER and CONTRACTOR before the testing firm's personnel leave the work site. END OF SECTION Boxelder Creek Outfall - Phase 3 Boxelder Creek Bridge May 2016 01450-2 Materials Testing SECTION 01520 FIELD OFFICES FOR OWNER PART1 GENERAL 1.01 SECTION INCLUDES A. Description: 1. The CONTRACTOR shall provide set-up for OWNER's field offices for the OWNER and ENGINEER, which shall be separate from the CONTRACTOR's facilities. The CONTRACTOR shall maintain these field offices for the OWNER during the entire construction period, including providing and paying for utility hook-up to include power, water, sanitary facilities and heat. B. Location: 1. Field office and storage facilities will be determined by CONTRACTOR subject to the OWNER's acceptance. PART2 PRODUCTS 2.01 MATERIALS A. May be new or used, but must be serviceable, adequate for the required purpose, and must not violate applicable codes or regulations. PART 3 EXECUTION 3.01 PREPARATION A. Fill and grade sites for temporary structures to provide surface drainage away from the field office. 3.02 INSTALLATION A. Construct temporary field office on proper foundations, provide connections for utility services. 1. Secure portable or mobile buildings when used. 2. Provide steps and landings at entrance doors. B. Mount thermometer at convenient outside locations, not in direct sunlight. 3.03 MAINTENANCE AND CLEANING Boxelder Creek Outfall — Phase 3 Field Offices for Owner Boxelder Creek Bridge May 2016 01520-1 A. Provide periodic maintenance and cleaning at least weekly. B. Maintenance entrance area to be dry and free of mud and debris. 1.04 REMOVAL A. Remove temporary field offices, contents, and services at a time they are no longer needed as determined by the OWNER. B. Remove foundations and debris, grade the site to required elevations, and clean the areas and restore to original condition or better. END OF SECTION Boxelder Creek Outfall - Phase 3 Boxelder Creek Bridge Field Offices for Owner May 2016 01520-2 SECTION 01555 TRAFFIC REGULATION PART1 GENERAL 1.01 SECTION INCLUDES A. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Larimer County Urban Area Street Standards, Manual of Uniform Traffic Control Devices (U.S. Department of Transportation), or applicable statutory requirements of authority having jurisdiction. Fort Collins Handbook takes precedence over Manual of Uniform Traffic Control Devices. B. Operations on or about traffic areas and provisions for regulating traffic will be subject to the regulation of governmental agencies having jurisdiction over the affected areas. C. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. D. Keep fire hydrants and water control valves free from obstruction and available for use at all times. E. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. Provide and maintain temporary access for businesses and residences. 1.02 TRAFFIC CONTROL PLAN A. The Traffic Control Plan provided by the OWNER is to be used as a guideline for the CONTRACTOR. Adjustments to the approved plan may be required by the OWNER based on actual traffic operation. B. Traffic control shall be provided by the City of Fort Collins. 1.03 FLAGMEN A. Required where necessary to provide for public safety, or the regulation of traffic, or by jurisdictional authorities. B. Shall be properly equipped and certified by American Traffic Safety Services Associations (ATSSA) and/or Colorado Contractors Association (CCA). 1.04 WARNING SIGNS AND LIGHTS A. Provide barricades and warning signs for: Open trenches and other excavations. 2. Obstructions, such as material piles, equipment (moving or parked), piled Boxelder Creek Outfall — Phase 3 Traffic Regulations Boxelder Creek Bridge May 2016 01555-1 embankment. B. Illuminate by means of warning lights all barricades and obstructions from sunset to sunrise. C. Protect roads and driveways by effective barricades on which are placed acceptable warning signs. D. Barricades and warning signs must be acceptable to the ENGINEER. 1.05 PARKING A. The CONTRACTOR shall designate parking areas with the approval of the OWNER for the use of all construction workers and others performing work or furnishing services in connection with the project so as avoid interference with public traffic, OWNER's operations, or construction activities. 1.06 ROADWAY USAGE BETWEEN OPERATIONS A. At all times when work is not actually in progress, CONTRACTOR shall make passable and shall open to traffic such portions of the project and temporary roadways or portions thereof as may be agreed upon between CONTRACTOR and OWNER and all authorities having jurisdiction over any properties involved. END OF SECTION Boxelder Creek Outfall - Phase 3 Boxelder Creek Bridge May 2016 01555-2 Traffic Regulations SECTION 01635 SUBSTITUTIONS AND PRODUCT OPTIONS PART1 GENERAL 1.01 SECTION INCLUDES A. Description: This section describes the procedure required by the CONTRACTOR for product substitutions. 2. Requests for Substitution: a. Base all bids on materials, equipment and procedures specified. b. Certain types of equipment and kinds of material are described in specifications by means of trade names and catalog numbers, and/or manufacturer's names. Where this occurs, it is not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names, catalog numbers and/or manufacturer's names, capable of accomplishing purpose of types of equipment or kinds of material specifically indicated. C. Other types of equipment and kinds of material may be acceptable to the OWNER and ENGINEER. d. Types of equipment, kinds of material and methods of construction, if not specifically indicated must be approved in writing by ENGINEER and the OWNER. 3. Submission of Requests for Substitution: a. After Notice to Proceed, the OWNER/ENGINEER will consider written requests for substitutions of products, materials, systems or other items. b. The ENGINEER reserves the right to require substitute items to comply color and pattern -wise with base specified items, if necessary to secure "design intent". C. Submit six (6) copies of request for substitution. Include in request: 1) Complete data substantiating compliance of proposed substitute with Contract Documents. 2) For products: Product identification, including manufacturer's name. Boxelder Creek Outfall — Phase 3 Substitutions and Product Options Boxelder Creek Bridge May 2016 01635-1 4/26/2016 40 41 42 Stone Fagade at Columns & Walls SF 264 120.00 31,680.00 Stone Caps at Columns & Walls LF 38 232.00 8.816.00 Sandblasting & Staining Stone Facades, Caps & Sidewalks LS 1 9,600.00 9,600.00 Subtotal 259,319.40 TOTAL ESTIMATED COST FOR CONSTRUCTION $ 1,405,648.00 ii. Manufacturer's literature, marked to indicate specific model, type, size, and options to be considered: Product description; performance and test data; reference standards; difference in power demand; dimensional differences for specified unit. iii. Name and address of similar projects on which product was used, date of installation, and field performance data. 3) For construction methods: i. Detailed description of proposed method. ii. Drawings illustrating methods. 4) Itemized comparison of proposed substitution with product or method specified. 5) Data relating to changes in construction schedule. 6) Relation to separate contracts. 7) Accurate cost data on proposed substitution in comparison with product or method specified. d. In making request for substitution, or in using an approved substitute item, Supplier/Manufacturer represents: 1) He has personally investigated proposed product or method, and has determined that it is equal or superior in all respects to that specified and that it will perform function for which it is intended. 2) He will provide same guarantee for substitute item as for product or method specified. 3) He will coordinate installation of accepted substitution into work, to include building modifications if necessary, making such changes as may be required for work to be complete in all aspects. 4) He waives all claims for additional costs related to substitution which subsequently become apparent. 4. Substitutions: a. Request sufficiently in advance to avoid delay in construction. 5. CONTRACTOR's Option: Boxelder Creek Outfall - Phase 3 Boxelder Creek Bridge Substitutions and Product Options May 2016 01635-2 a. For products specified only by reference standards, select any product meeting standards by any manufacturer, indicate selected type in submission. b. For products specified by naming several products or manufacturers, select any product and manufacturer named, indicate selected type in submission. C. For products specified by naming one or more products, but indicating option of selecting equivalent products by stating "or equivalent' after specified product, CONTRACTOR must submit request, as required for substitution, for any product not specifically named. 6. Rejection of Substitution or Optional Item: a. Substitutions and/or options will not be considered if: 1) They are indicated or implied on shop drawings, or project data submittals, without formal request submitted in accordance with this section. END OF SECTION Boxelder Creek Outfall — Phase 3 Substitutions and Product Options Boxelder Creek Bridge May 2016 01635-3 SECTION 01650 MATERIAL DELIVERY, STORAGE AND HANDLING PART1 GENERAL 1.01 SECTION INCLUDES A. Equipment, products and materials shall be shipped, handled, stored, and installed in ways which will prevent damage to the items. Damaged items will not be permitted as part of the work except in cases of minor damage that have been satisfactorily repaired and are acceptable to the ENGINEER. B. Pipe: Pipe and appurtenances shall be handled, stored, and installed as recommended by the manufacturer. Pipes with paint, tape coatings, linings or the like shall be stored to protect the coating or lining from physical damage or other deterioration. Pipe shipped with interior bracing shall have the bracing removed only when recommended by the pipe manufacturer. END OF SECTION Boxelder Creek Outfall - Phase 3 Boxelder Creek Bridge Material Delivery, Storage, and Handling May 2016 01650-1 SECTION 01710 SITE CONDITIONS PART1 GENERAL 1.01 SECTION INCLUDES A. General: The CONTRACTOR acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon access to the site; handling, storage, and disposal of materials; availability of water, electricity and roads; uncertainties of weather, river stages, water flow rates and levels in irrigation ditches and canals or similar physical conditions at the site; the conformation and conditions of the ground; the equipment and facilities needed preliminary to and during the execution of the work; and all other matters which can in any way affect the work or the cost thereof under this Contract. 2. The CONTRACTOR further acknowledges that he has satisfied himself as to the character, quality and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the OWNER or included in these Documents. Failure by the CONTRACTOR to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. 3. The CONTRACTOR warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in a good and workmanlike manner and to the satisfaction of the OWNER. The OWNER assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed by the OWNER. PART PRODUCTS 2.01 INFORMATION ON SITE CONDITIONS A. Any information obtained by the ENGINEER regarding site conditions, subsurface information, groundwater elevations, existing construction of site facilities, and similar data will be available for inspection, as applicable, at the office of the ENGINEER upon request. Such information is offered as supplementary information only. Neitherthe ENGINEER nor the OWNER assumes any responsibility for the completeness or interpretation of such supplementary information. Differing Subsurface Conditions: a. In the event that the subsurface or latent physical conditions are found materially different from those indicated in these Documents, and differing Boxelder Creek Outfall - Phase 3 Site Conditions Boxelder Creek Bridge May 2016 01710-1 materially from those ordinarily encountered and generally recognized as inherent in the character of work covered in these Contract Documents, the CONTRACTOR shall promptly, and before such conditions are disturbed, notify the ENGINEER in writing of such changed conditions. b. The ENGINEER will investigate such conditions promptly and following this investigation, the CONTRACTOR shall proceed with the work, unless otherwise instructed by the ENGINEER. If the ENGINEER finds that such conditions do so materially differ and cause an increase or decrease in the cost of or in the time required for performing the work, the ENGINEER will recommend to the OWNER the amount of adjustment in cost and time he considers reasonable. The OWNER will make the final decision on all Change Orders to the Contract regarding any adjustment in cost or time for completion. 2. Underground Utilities: a. Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans, however, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the CONTRACTOR only, and no responsibility is assumed by either the OWNER or the ENGINEER for their accuracy or completeness. PART 3 EXECUTION 3.01 GENERAL A. Where the CONTRACTOR's operations could cause damage or inconvenience to railway, telegraph, telephone, television, oil, gas, electricity, water, sewer, or irrigation systems, the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the CONTRACTOR. B. Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. C. The CONTRACTOR shall protect all utility poles from damage. If interfering power poles, telephone poles, guy wires, or anchors are encountered, notify the ENGINEER and the appropriate utility company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. D. The CONTRACTOR shall be solely and directly responsible to the owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. Boxelder Creek Outfall — Phase 3 Site Conditions Boxelder Creek Bridge May 2016 01710-2 E. Neither the OWNER nor its officers or agents shall be responsible to the CONTRACTOR for damages as a result of the CONTRACTOR's failure to protect utilities encountered in the work. F. If the CONTRACTOR while performing the Contract discovers utility facilities not identified in the Drawings or Specifications, he shall immediately notify the OWNER, utility, and the ENGINEER in writing. G. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in the restoration of service as promptly as possible and bear all costs of repair. H. The CONTRACTOR shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the ENGINEER. 3.02 INTERFERING STRUCTURES A. The CONTRACTOR shall take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. The completeness and accuracy cannot be guaranteed, and it is presented simply as a guide to avoid known possible difficulties. 3.03 FIELD RELOCATION A. During the progress of construction, it is expected that minor relocations of the work will be necessary. Such relocations shall be made only by direction of the ENGINEER. If existing structures are encountered that prevent the construction, and that are not properly shown on the Drawings, notify the ENGINEER before continuing with the construction in order that the ENGINEER may make such field revision as necessary to avoid conflict with the existing structures. If the CONTRACTOR shall fail to so notify the ENGINEER when an existing structure is encountered, and shall proceed with the construction despite the interference, he shall do so at his own risk. 3.04 EASEMENTS A. Where portions of the work are located on public or private property, easements and permits will be obtained by the OWNER. Easements will provide for the use of the property for construction purposes to the extent indicated on the easements. Copies of these easements and permits are available upon request to the OWNER. It shall be the CONTRACTOR's responsibility to determine the adequacy of the easement obtained in every case and to abide by all requirements and provisions of the easement. The CONTRACTOR shall confine his construction operations to within the easement limits or make special arrangements with the property owners or appropriate public agency for the additional area required. Any damage to property, either inside or outside the limits of the easements provided by the OWNER, shall be the responsibility of the CONTRACTOR as specified herein. The CONTRACTOR shall remove, protect, and replace all fences or other items encountered on public or private property. Before final payment will be authorized by Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Site Conditions May 2016 01710-3 the ENGINEER, the CONTRACTOR will be required to furnish the OWNER with written releases from property owners or public agencies where side agreements or special easements have been made by the CONTRACTOR or where the CONTRACTOR's operations, for any reason, have not been kept within the construction right-of-way obtained by the OWNER. B. It is anticipated that the required easements and permits will be obtained before construction is started. However, should the procurement of any easement or permit be delayed, the CONTRACTOR shall schedule and perform the work around these areas until such a time as the easement or permit has been secured. 3.05 LAND MONUMENTS A. The CONTRACTOR shall notify the ENGINEER of any existing Federal, State, City, County, and private land monuments encountered. Private monuments shall be preserved, or replaced by a licensed surveyor at the CONTRACTOR's expense. When Government monuments are encountered, the CONTRACTOR shall notify the ENGINEER at least two (2) weeks in advance of the proposed construction in order that the ENGINEER will have ample opportunity to notify the proper authority and reference these monuments for later replacement. END OF SECTION Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Site Conditions May 2016 01710-4 SECTION 01715 TREE, LANDSCAPE, VEGETATION, AND WETLAND PROTECTION PART1 GENERAL 1.01 SECTION INCLUDES A. The work for this section consists of protecting existing trees, landscape, wetlands and adjacent vegetation. The CONTRACTOR must take special care to avoid damaging existing trees and vegetation in areas that do not need to be disturbed to complete construction. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3.01 SUBMITTAL REQUIREMENTS A. The CONTRACTOR shall submit a plan for on -site haul of materials prior to construction. The plans shall include points of access to and from the site and shall show a workable system of on -site haul routes that protect existing landscaped and wetland areas. This plan shall be submitted to the ENGINEER for his review and comment prior to the commencement of any work. The plan will be discussed with the CONTRACTOR to insure protection of existing vegetation, but the ENGINEER shall not dictate haul routes or construction methods to the CONTRACTOR. 3.02 CONSTRUCTION REQUIREMENTS A. Protected areas will be marked in the field, one time, by the OWNER and ENGINEER. No access of construction vehicles or workers on foot is permitted through protected areas. No material shall be stockpiled; no equipment shall be parked or repaired within these areas. B. Trees and vegetation to be saved that do not fall within the limits of protected areas shall be marked one time in the field by the OWNER and ENGINEER. The CONTRACTOR shall erect fencing if there is risk of damage caused by construction operations. Vehicular and pedestrian traffic shall be limited to performing work in areas marked. Through traffic, and stock piling of equipment and materials are not permitted within marked areas. C. No construction roads are to be created within the drop lines of any trees or other vegetation designated to be saved without approval of the ENGINEER. D. All trees which will be preserved, but are within the limits of construction, must be protected from all damage associated with construction. A sturdy, physical barrier (florescent orange in color) must be fixed in place around each tree for the duration of construction. This barrier will be placed no closer than 6 feet from the trunk, or the drip line, whichever is greater. The barrier itself must be fixed so it cannot be moved easily, but the material can be flexible, such as orange snow fence attached to T-posts driven into the ground, and must act as an effective deterrent to deliberate or accidental damage of each tree. Actual materials and location of barrier must be approved by the OWNER's representatives (i.e. Boxelder Creek Outfall — Phase 3 Tree, Landscape, Vegetation, and Wetland Protection Boxelder Creek Bridge May 2016 0171 S-1 Utilities and City Forrester) and ENGINEER. E. The movement or storage of equipment, material, debris, or fill within these required protective barriers is completely prohibited. F. Any trees damaged during construction shall be immediately repaired by an approved tree surgeon. Any tree judged by the ENGINEER to be damaged beyond repair shall be removed at the CONTRACTOR's expense. For each tree erroneously removed or damaged beyond repair, an assessment shall be immediately withheld from the CONTRACTOR's progress payments. This assessment shall be equal to the value of the tree prior to damage. This assessment shall be determined by a tree appraiser, selected by the OWNER and paid for by the CONTRACTOR. The cost for hiring the appraiser shall also be withheld from the CONTRACTOR's progress payments. In addition to the paying of the assessment, the CONTRACTOR shall replace each damaged tree per OWNER'S standards for tree mitigation. G. The CONTRACTOR shall pay an assessment if he disturbs any grasses, shrubs and/or cattails located within the protected areas. The assessment shall not exceed one dollar ($1.00) per square foot of disturbance, and will be immediately withheld from the CONTRACTOR's progress payments. In addition to the paying of the assessment, the damaged vegetation shall be replaced with an equal value per square foot of damage. Replacements shall be planted in accordance with the provisions outlined in these Specifications. Damaged wetland areas shall be replaced and then seeded with a wetland seed mix in accordance with these Specifications or as directed by the ENGINEER. Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge END OF SECTION Tree, Landscape, Vegetation, and Wetland Protection May 2016 01715-2 SECTION 01720 FIELD ENGINEERING AND SURVEYING PART1 GENERAL 1.01 SECTION INCLUDES A. Surveying: It shall be the responsibility of the CONTRACTOR to provide construction staking for horizontal and vertical alignment of the centerline, grading, and all appurtenant features of the work including all offset lines necessary for construction. The CONTRACTOR shall be responsible for staking the limits of construction. All construction surveying provided by the CONTRACTOR shall be completed under the supervision of a Colorado Registered Land Surveyor. The ENGINEER will provide the elevations and descriptions of the original and temporary project benchmarks. The ENGINEER will also provide two (2) additional benchmarks in a location within the limits of construction at the request of the CONTRACTOR. B. Supervision: The CONTRACTOR shall have supervision, knowledge of the project requirements and proper installation, and construction procedures, available in the field at all times that work is progressing. END OF SECTION Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge Field Engineering and Surveying May 2016 01720-1 SECTION 00530 WORK ORDER NOTICE TO PROCEED Description of Work: Boxelder Creek Outfall — Phase 3 — Boxelder Creek Bridge To: This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR forthe above described Work, you are hereby authorized and directed to proceed within fifteen (15) calendar days from receipt of this notice as required by the Agreement. Dated this The dates for Substantial Completion and Final Acceptance shall be June 15, 2016 and August 12, 2016, respectively. City of Fort Collins OWNER By: Jin Wang Title Civil Engineer II ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 2016. CONTRACTOR By: Title: Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 00530-1 Notice to Proceed SECTION 01745 ENVIRONMENTAL CONTROLS PART1 GENERAL 1.01 SECTION INCLUDES A. The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory permits through the duration of the work required under this project. PART2 PRODUCTS 2.01 MATERIALS A. Dust Control: Dust control agents may be necessary in addition to wetting down with water. Dust control agents may be used only after prior approval by the OWNER. PART 3 EXECUTION 3.01 Dust Control Application: A. The CONTRACTOR shall execute work by methods to minimize raising dust from construction operations. B. The CONTRACTOR shall provide and apply dust control at all times, including evenings, holidays and weekends, as required to abate dust nuisance on and about the site that is a direct result of construction activities. The use of non - approved chemicals, oil, or similar palliatives will not be allowed. Dust control agents may be used only after prior approval of the OWNER. The CONTRACTOR shall be required to provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site. C. The OWNER will have authority to order dust control work whenever in its opinion it is required, and there shall be no additional cost to the OWNER. The CONTRACTOR shall be expected to maintain dust control measures effectively whether the OWNER or ENGINEER specifically orders such Work. 3.02 PRESERVATION OF NATURAL FEATURES A. Confine operations as much as possible. Exercise special care to maintain natural surroundings in an undamaged condition. Within the work limits, barricade trees, rock outcroppings, and natural features to be preserved. 3.03 HOUSEKEEPING Boxelder Creek Outf all — Phase 3 Boxelder Creek Bridge May 2016 01745-1 Environmental Controls A. Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a manner that does not present a hazard. Immediately remove all rubbish. Do not allow rubbish to accumulate. Provide on -site containers for collection of rubbish and dispose of it at frequent intervals during progress of work. A. Disposal of Waste (Unsuitable) Materials: All material determined by the ENGINEER to be waste will be disposed of in approved landfill in a manner meeting all regulations. Dispose of waste materials, legally, at public or private dumping areas. Do not bury wastes inside of the limits of construction. All costs for dump fees, permits, etc., to be borne by the CONTRACTOR. B. Disposal of Garbage and Other Construction Materials: Provide sanitary containers/dumpsters and haul away contents such that no overflow exists. C. Excess excavation shall become the property of the CONTRACTOR and shall be legally disposed of by him outside the limits of construction to an approved disposal site. Excess excavated material suitable for backfill shall not be disposed of until all backfill operations are complete. D. The CONTRACTOR is to immediately inform ENGINEER of any hazardous materials encountered during construction. Dispose of waste materials legally at private or public facilities. 3.05 BURNING A. No burning of debris will be permitted. 3.06 WATER CONTROL A. The project work is located within a natural drainage course is subject to periodic flooding due to rainfall and snowmelt, flows for adjacent developed areas and storm water pipes and ground water flows from saturated soils or other ground water sources. Refer to Section 02240 for Water Control and Dewatering requirements. 3.07 NOISE CONTROL A. All mechanical equipment shall be equipped with the best available mufflers to reduce noise. The CONTRACTOR shall be responsible for obtaining any necessary permits and shall limit noise to the permitted levels. Noise level monitoring shall be performed by the CONTRACTOR as necessary to show that the permitted levels are not being exceeded. Boxelder Creek Outfall — Phase 3 Environmental Controls Boxelder Creek Bridge May 2016 01745-2 A. All work must be performed in accordance with all applicable regulatory permits. It shall be the responsibility of the CONTRACTOR to obtain a Groundwater Discharge (402) Permit from the Colorado Department of Public Health and Environment for any dewatering operations that will be discharged into any drainageways, open channels, or irrigation ditches. The CONTRACTOR shall be responsible for any testing required under the 402 Permit. B. The OWNER will obtain the following permits: 1. Corps of Engineers 404 Permit 2. Floodplain Use Permit. C. It shall be the responsibility of the CONTRACTOR to prepare and maintain a Stormwater Management Plan (SWMP). The CONTRACTOR must obtain all other applicable permits. END OF SECTION Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 01745-3 Environmental Controls SECTION 01780 CONTRACT CLOSEOUT PART1 GENERAL 1.01 SECTION INCLUDES A. The following project closeout procedure defines the responsibilities of the CONTRACTOR, OWNER, and ENGINEER in closing the project: Step 1: CONTRACTOR advises the ENGINEER in writing that he has reached "Substantial Completion" and provides a list of items to be completed or corrected. Closeout may be conducted by areas or portions of the work if requested by the OWNER. Step 2: ENGINEER inspects the work to determine if it is substantially complete, and issues a Certificate of Substantial Completion plus a "Punch List" of items to be completed or corrected. Step 3: CONTRACTOR completes and/or corrects all punch list items and notifies the ENGINEER in writing that his work is ready for final inspection. At this time, a final application for payment is submitted. Step 4: ENGINEER makes final inspection. When the work is found to be acceptable under the Contract Documents, and the Contract fully performed, the ENGINEER will issue a final Certificate of Final Completion. B. Final Paperwork: Prior to Final Payment and Acceptance, the CONTRACTOR shall deliver the following items to the ENGINEER: 1. CONTRACTOR's Two -Year Guarantee of Materials and Workmanship 2. All Guarantees, Warranties and Submittals, as specified 3. Receipts for Extra Materials Delivered to the OWNER 4. Final Application for Payment 5. Consent of Surety to Final Payment 6. CONTRACTOR's Lien Waiver 7. SUBCONTRACTOR's Lien Waivers 8. Releases from Property Owners for Special Easements 9. Project Record Documents 10. Red -lined as -built drawings (a.k.a. "Drawings of Record" or "Record Drawings") C. Definition for Substantial Completion Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 01780-1 Contract Closeout See General Conditions D. Definition for Final Completion All Work must be complete for Final Completion. END OF SECTION Boxelder Creek Outfall — Phase 3 Boxelder Creek Bridge May 2016 01780-2 Contract Closeout SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00651 Lien Waiver Release (SUBCONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate Boxelder Creek Outfall — Phase 3 Bonds and Certificates Boxelder Creek Bridge May 2016 00600-1