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113060 MOUNTAIN CONSTRUCTORS INC - CONTRACT - BID - 7557 WEST PROSPECT ROAD BRIDGE REPLACEMENT AT NEW
City of - Fort Collins • Purchasing SPECIFICATIONS F11 Financial Services Purchasing Division 215 N. Mason St. 2°" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. conrlpurchasing CONTRACT DOCUMENTS FOR WEST PROSPECT ROAD BRIDGE REPLACEMENT AT NEW MERCER DITCH BID NO. 7557 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS • OCTOBER 9, 2013 - 3:00 P.M. (OUR CLOCK) EXHIBIT 2 — REVISIONS & CLARIFICATIONS • Revisions to the Plans/Bid Tab: 1. Item 627-00011 Pavement Marking Paint (Waterbourne) 5 Gallons is removed from the contract. 2. Item 210-01000 Reset Fence is revised on the bid tab to: • 210-01000 Remove and Reset Fence (Chan Link) 30 LF • 210-01100 Remove and Reset Fence (Wood Privacy) (Match Existing) 60 LF 3. On the project plans, the callout on sheet 7 for the gate at STA 10+21.70 should be "Double Swing Gate (Special)". 4. The following line item is added to the revised bid tab for backfill material in Muck Excavation locations: • 304-A 1 '/z" Washed Rock for Muck Excavation Backfill 75 TON 5. The line Item 610-40008 Sandstone Veneer is quantity is revised TO; • 601-40008 Sandstone Veneer (Complete in Place) (Per detail) 1 LS • 6. The following line Items are added or modified on the revised bid tab for the 12" waterline lowering: • 202-A Removal of 12" Waterline 70 LF • 202-B Removal of 24" Casing Pipe 50 LF • 202-00210 Removal of Concrete Pavement 733 SY • 412-00800 Concrete Pavement (8") 733 SY • 619-A 12 Inch Ductile Iron Pipe 70 LF • 619-B 12" DIP 45 degree bends (W/megalugs & thrust blocks) 4 EA • 619-C Waterline Casing Pipe (per detail) 46 LF • 619-D 12" Isolation Valve 1 EA • 619-E 60 LF Pipe Restraint 2 EA 7. The Soil Report is added to the Specifications. Note that the soil report is for 2 structures. Only the portions of the soil report for the "Prospect Bridge" are applicable to this project. 8. The Traffic Control line Items are modified as follows: • 630-00007 Traffic Control Inspection 47 Days • 630-00012 Traffic Control Management 117 Days Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 5 of 36 COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- ment to waive that insured's right of recovery against any person or organization, we waive our right of recovery against such person or organiza- tion, but only for payments we make because of: a. "Bodily injury" or "property damage" that oc- curs; or b. "Personal injury" or "advertising injury" caused by an offense that is committed; subsequent to the execution of that contract or agreement. M. AMENDED BODILY INJURY DEFINITION The following replaces the definition of "bodily injury" in the DEFINITIONS Section: 3. "Bodily injury" means bodily injury, mental anguish, mental injury, shock, fright, disability, humiliation, sickness or disease sustained by a person, including death resulting from any of these at any time. N. CONTRACTUAL LIABILITY —RAILROADS 1. The following replaces Paragraph c. of the definition of "insured contract" in the DEFINI- TIONS Section: c. Any easement or license agreement; 2. Paragraph f.(1) of the definition of "insured contract" in the DEFINITIONS Section is de- leted. 0 0 Page 6 of 6 005232 © 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 11 11 i SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT OR SPECIFIED PART SHALL INCLUDE: PROJECT TITLE: 7557 West Prospect Road Bridge Replacement at New Mercer Ditch LOCATION: Fort Collins, Colorado OWNER: Citv of Fort Collins CONTRACTOR: Mountain Constructors Inc. CONTRACT DATE: October 18, 2013 The 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. 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. 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 OWNER REMARKS: as AUTHORIZED REPRESENTATIVE DATE 0 E SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 120 TO: Mountain Constructors Inc. Gentlemen: You are hereby notified that on the day of , 20_, the City of Fort Collins, Colorado, has accepted the Work completed by Mountain Constructors Inc. for the City of Fort Collins project, 7557 West Prospect Road Bridge Replacement at New Mercer Ditch. 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 October 18, 2013. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20_ Sincerely, OWNER: City of Fort Collins S By. Title: ATTEST: Title: 0 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Mountain Constructors Inc. (CONTRACTOR) PROJECT: 7557 West Prospect Road Bridge Replacement at New Mercer Ditch 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. 0 . Signed this day of , 20. CONTRACTOR: MOUNTAIN CONSTRUCTORS INC. 0 Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this by • Witness my hand and official seal. Notary Public My Commission Expires: L� day of rM SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Mountain Constructors Inc. PROJECT: 7557 West Prospect Road Bridge Replacement at New Mercer Ditch CONTRACT DATE: October 18, 2013 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of 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 20 . • (Surety Company) ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. E • 0 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (12198) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) l0J nn NnT WRITF IN THI.0 APGCF 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) Period 0170-750 (999) $0.00 89 - 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: Copies of contract or agreement,pages (1) identifying the contracting parties EXEMPTION ,.INFORMATION and (2) containing s'ignaturesptccontracting 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: i 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: ■ BLOB ► Lei KIW9C4IlMI.]QU Kfi1:16941►1 i 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 contractors 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 succeeding 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. • 0 0 SECTION 00700 GENERAL CONDITIONS • Pre -Bid clarifications and answers to received questions: Is a Colorado Dept. of Public Health and Environmental Services SWMP Permit required? A CDPHES SWMP Permit is not required. The total disturbed area is under 1 acre. The City will require that the erosion control plan that is supplied in with the plans be implemented and Best Management Practices (BMPs) will need to be maintained throughout construction and during the revegetation period. 2. Can the City add a Force Account Item to manage additional dewatering costs associated with the testing and discovery of polluted groundwater in order to minimize risks and costs associated with the Dewatering line item? A $5000 Force Account line item is added to the contract and the contract language for "Basis of Payment' in the project special for dewatering is revised to: Permitting, removal, sample collection, analytical testing, containerization, transportation, and disposal of all groundwater will not be paid for separately but shall be included in the work. The Ground Water Force Account line item will be used to pay for any required • treatment of contaminated groundwater that is discovered during the groundwater analysis. Payment will be made under: • Pay Item Pay Unit Dewatering Lump Sum Ground Water Force Account Lump Sum ($5,000.00) 3. The Traffic Control Specification is revised to read: Subsection 630.14 is hereby deleted and replaced with the following: Construction Traffic Control will not be measured separately but will be paid for on a lump sum basis. This lump sum basis shall include all traffic control devices that are shown on the plans (including temp. Jersey Barriers) or any other devices that may be requested by the engineer to ensure the safety of the project. Flagging will not be measured and paid for separately but shall be included in the cost of the work. Traffic control management (TCM) and Traffic Control Inspection (TCI) services will be measured and paid for separately up to the specified contract length (total combined quantity for TCI and TCM will be 164 Calendar Days plus any approved contract extension time). Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 6 of 36 • GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed,by using the STANDARD GENERAL CONDITIONS OP THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents :Committee, EJCDG No. 191Q-K (1990 Edition), Asa base. Changes in' that document are shown by underlining text that has been added and striking through test that has been deleted. 0 EJCDC GENERAL QONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FOR`I" COLLINS MODIFICATIONS (REV 9/99) • .Article or Paragraph Number.& Title DEIFINITIONS TAB1 r;or c�rrri errs or, Grrrz:uar corinITTbris Page Article'orPark - aph Number Number's" Title 1.1 Addenda .:..... a 12 Agreement;;.,, 1 1:3 Application for.Payment.... ................ .:i 1.4 1.5 Bid l 1.6' Biddtne Documents _;;,.-,. _ L7 Bidding Requirements,,;,;,,,,;,,,,,,,,,,a its ............................. ............ :...... :1 1.9. ChangaChder. ..., 7 1,10 ,, a1 1.11 6ritract Pit 1 -......... 1.12 ;.. -,..:....... Contraci7aaes ..............._ 1 4.13. C0I\7RACTQR 1.14. dzJecriJe............................................:1 1.15 . _._ Drawings- .........:.:..... .....,.:1 1.16 F:ffeclnveDatcoftle"Agrm eeent.1 f:17 ITIGIIQEfiR 1 1.18 ENGIN) 1 Rs Consultant'„.„ 1.19' Ficld Order I 1:20 Gencral kegLircments ,.,,, 2 1:21 Hazardous Wasic' 3 1 22..a L.atvs and Regulations; Laws or 1 22.b Legal Flolida}s ......,.: Z. • 124 1::2 Liens:r Milestone ._, _..._. 2• 1.25 Notice of Award............... 2 126 Notice toProcccd- ....... 2 ii 1:27 ,. .:........ OWNER .......................................:? 7.28 Partial Utilization ,; ,,,.,,,;,.:,,,,,,,,,,,,,, 2 . 2 1.30 Petroleum.....: . _ 2 ... d'rojcci......................... I':32 a ............... R 1.01cnve lvlalel ial 1:32 b Regular Working Hours ;", ..............2 I Resident'. Project Repr"esentalive ...... .2. 134- Samples., ...... ................ .........::2. 1.35 Shop Drawings .... „_.._._2 1:36.Specifications,._.,,,,; 137 Subcontractor.....::................:.............2 9:38 Suhstennal Complenor ................. 1.39 Supplementary Conditions r, IAO ,,,, Siipoller..::.......: a 1.41 Underground Facilities ............ , ., ....2=3 L421 tiali Price wort. 3 1.43' Work ...... 1:44 WorkChainge`Dlrccuvc... 3 IASI Written Amendment .. ;3 0 Page Number PRELIMS lARY MATTERS . -..... 3; 2.1 Delivery,ofDonds:,, 2 2 Copics;pf 1)ucu ac, 'Ls 3; 2.3 CptnmenceirentrofContract Timm Notice to Procced....._.. ,..: 3: 2:4 Starting the Work„ .............. 2.5-2,7 Before Starting. Construction: Precons.r -1t1 1 Conference,,,„_ ..,„;4 -?:9 Initially AcceptableSchedules.......... 4 3. CONTRACT DOCUIvOgTS: INTENT, AWNI.)ING, R&USB .... :.... ..................:.:.: 1.142 Intent... 9: 3.3 Reference to Stanilalits and Speci=, flcatlons of Technic , A Societies; Reporting and Resolving Dis- crepancas 4-5, 3'4 Intenrof Certain Term s or Adjcctnes ......... ............5,. 3:5 Amending Contract Docunents.;,,,,,..5' 3;61 SupplementingCantracl- Ducumcnts 5; 3:7 Reuse; ofDoctimznis ........... 4, AVAII:AHILI f 1 OF 1 A111�5;, .SUBSURFACE AND PH] SICA CONDITIONS; REFERENCE POINTS.........:........:.:...:...........:.::5. 4'1 Availability of Lands ...........5-6' %4.2. Subsurface and Physical Conditions 4.2.1 .._-_..... ...........6 Reports,and,Drawings ...... G 4:2':2 Liiaited Reliance by.CQNTRAC- TOR`Aul}iorized; Technical -Data, .,. 4:2:3 ..:.......... Notice of DifferingSubstlrface or Physical Condition; .... . ......... 6 4.1.4. ENGiNFER's Review ............ 4:2,5 _ Possible Contractl)ocuntents; Change ...................... .............. :6 4.2.6 Possible Price and Times Adjustments:_ ...... ........ .............. 6-7. 4.3; Physical Con�hons--Undcrgrgiind Facilities 9 4.11 ShoKn'or lndlcatcd..- ...................... r:.7. 4:3._ 2 Not'Shotm or Indicated ....:.......,..7 : 4.4 , Reference Points,, ......................... —7 WdDC 63iNL•7(AI,' 6OTD11 6NS i-gim (t999 LUI770N). .wt (I W."0FFORT;coums MODIF16770NS (REV 9/99) Article or. Paragraph Page Article oi.Paragraph Page Number &Titic Number Number &'Fitle Number 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material ........ :.7-8 5, BONDS AND INSURANCE:., .............. �; ... ; .........8 5. 1-5.2 Performance, Paym , ent and Other Bonds ......... * ... ** ... 8 5.3 Licensed Sureties and Insurers: Certificates of Insurance . ...... ............ 5.4 CONTRACTOR's Liability Insurance 9 5.5 OWNEKs Liability insurance ..... : ......... 9 5.6 Property Insurance., .......... ..9-10 5.7 Boiler and Machinery or Addi- tional Property lnsurance ................. 10 5.8 Notice of Cancellation Proiision 10 5.9 CONTRACTOR's Responsibility for Deductible Amounts 10 5r10 Other Special insurance...... ................ 10 5.11 Waiver of Rights .............. ................. 11 '5.12-5.13 Receipt and Application of insurance Proceeds.,,,,,, I . . ......... 10-il 5.14 Acceptance of , Bonds and I §11- ance; Option to Replace I I 11 :5.15 Partial Utilization --Property. lnsurancr. : ..... : ..... ... ;: ... ;; ...... CONTRACI'OR'S RESPONSIBILITIES ............... 11 6: 1 -6.2 Supervision and Superintendence,,,,,,, I - I 6:3-6.5 Labor, Materials and Equipment... 11-12 6.6 Progress Schedule., ............................ j2 ,6.7 Substitutes and "Or -Equal" Items; CONTRACTOR's Expense-, Substitute Construction Methods or Procedures; FNdINE,FR's Evaluation 12-13 6.8-6.11 Concerning Subcontractors, Suppii , ers and Others; Waiver of Rights ... .................... j3-14. 6.12 -Patent Fees and Royalties ..... ; .............. 14 6.13 Permits ............ 614 Laws and ........14 6:15 Taxes ........................................... 14-15 6.16 Use of Premiscs_..,.._ ..................... 6.17 Site Cleanliness ................................ 15 6AS Safe Structural Loading ................... 15 6.19 Record Documents,..... ....................... j5 - '6;26 Safety and Protection......... ...... 15-16 6.21 Safety Representative., .... p .......... 16 6.22 Hazard Communication Programs 16 6.23 Emergencies ........... ............. I ....... 16 6.24 Shop Drawingsand Sample* ........... ._16 6.25 -Submittal Proceedures; CON- TRACTOR's Review Prior to Shop Drawing or Sample Submittal ....................................16 6.26 Shop Driwing k Sample Submit- tals'Review by ENGINEER ..... ; 16-17 6.27 Responsibility for Variations From Contract Docum ents"., ....... 17 6,28 Related Work Performed Prior to RNGINrER's Revi6v and Approval of Req?ired Subm ittuls ................. : ...........r17 629 Continuing the Work ........ ................ 17 '6.30 CONITRA&TORs General Warranty and Guarantee .... ......... J7 �6.31-6.33 Irdemnificati on--, 7-18 6.34 Survival of Obligation-S.,.. ..........18 7. OTIIERWORK ...............................:....:...........IS 7.1-7.3 Related Work at Site„ ,,... IS 7:4 Coordination ... ............... ...... S. OWNER'S RESPONSMILITIES ......................... )S S.) Communications to CON- TRACTOR IS -8.2 Replacement of ENGINEEk._;,:..*..1;.I S 8.3 Fornish'Data andPq Promptly When Due or ... ......... E ............ 18 8.4 Lands and Easements; Reports and Tests _ ........... 18-1§ 8.5 Insurance ...... ..................... 19 8.6 Change Orders ...............................19 87 Inspections, Testsand Approvals ................ ............. 19 8.8 S1,6p or Suspend. Work; Terminate CONTPAGfOR`s services ......... ...... ...... 19 8.9 Limitations on OWNER'S kesponsibilities, 19 Mo Asbestos, PCBs, Petroleum, Hazardous Waste or Riadiontive: Material. 8.11 V':&nce o E I I Financiif Aff angcment I s ....... ;: ...... ....... 19 9, ENGINEER'S STATUS DURING CONSTRUCTION ................. ............. .............. 19 9.1 6%V,NER's Representative., . ........ 9 '9.2 Visits to Site ............ I ...... .1, ........ 9.3 project Representative ... ..... 19-21 9.4 Clarifications-tund Interpre- tations ........................................21 9.5 Authorized Variations in Vbrk ... :._cll Lidbe ULNUtAL CONDITIONS 1910 -8 (1990 ED1110M W/ C[TY OFYORT cou.m. tvmmcAnoms (REV 9f99) 0 Articic;or Paragraph Page .Article or Paragraph Page Number'&Title Number Number -&Title Number 96 Rejecting DejecliveWork ..................21 9.7-9.0 Shop Drawings, Change Orders and Payments., ........ 21 9.10 Detcrminatims for Unit Prices. 21-22 9.11-0.12 liccisions"on Disputes; ENGI- NEER as Initial Interprctc( 22 9.13. Limitations on LNGINEER's Authority and Responsibilities, .. 22-23 CHANGES IN THE WORK,._,,. . ,.23 10.1 e OWNER's Ordered Chang........23 ., 14. 10.2 Claim for Adjustment_:;.,, ..........,_23 103 Work Not Required by Contract Documents _ 23 10.4 Change Orderg 2, 16.5 _ Notification of Surety, ............. 9 CHANGE OF CON•I'RAGF I?RICI. ........................23 1 I.1-11.3 Contract Rice; Claim for Adjustment; Value of the Work .... ............... :........ ?3-24 11:4 Cost of the Work ......... ......24.25 11.5 Exclusions to Cost of the Wort, 2.5 11.6 CON II'RACTORsFee ......25 11.7 Cost Records.,., ............... I ............. 25-26 11.8 Cash Allowances;,,,,,,;,,;;,, ..... I6 ..... r I L9 Unit Rice Work ................................26, CHANGE OF CONTRACT TUvfES .. *in 26' 12.1 Claim for Adjustcnr,,,,,, 26 12.2 Time -of die Essence ,,,,::, M 12:3 Delays Beyond CONTRACT1OR's Control ...................... :......... ..... . :26-27 12.4 Delays Beyond OWNER's and CONTRACTOR's Control .......27 TESTS AND INSPECTIONI S;.CORRECTION, REMOVAL OR -ACCEPTANCE OF DEFECT11"E WORK 27 13.1 Noticc'of Dcfccts „...27 13.2 Access to the Work 27 13.3 Tests and Inspections; CONTRACTOR's Cooperation,,,,,;,,, 27 13.4 OW14ER's Responsibilities; Independent Testing Laboratory,.,.., 27 13.5 CONTRACTOR's Responsibilities .......................... 27 13.6-13.7 Covering Wort. Prior to Inspec- tion, Testing or Approval ......... , ,27 C 13:5-13.9 Uncovering Work at GNGI- NEER's Request.. ....................z7. 28 13.10, OWNER May Stop the Work;,,,,, ,,, 2S' 13.11 Correction or`Removal of I�efecbve. Work •..:..........:............: 28 13.12 CorrectionPeriod' 2S 1113, Acoeptancc orbe welive Wort ......... 2* 13.14 OWNER May.Correct•De.fective Work..................................... 28.29. PAYMENTS •1 O C0N3 RACTO R AND COMPLETION ION ........ 29 14.1 Schedule of Values:............:...........29 14.2 Application for Progress. Payment . 29 14.3 CON1'RACI.OR's Warranty of Title.......................................... 29 14.4-14.7 Review of Applications for Progress Pa)mienis ...:;29-30 14:5-14.9 Substantial Completion,,,,,30 14:10 Partial Utilization..„ ...... - 30-31 14,11 Final lnspectiorl..... ,,,,..!....... :31 14,12 Final Application' for Payment........31 14.13-14.14 FinalPaymientandAccetance,,,,,,,31.- 14.15 Waiver of Claims .....................231-32 _. 15. SUSPENSION,OF WORK AND TERMINATION :................... ...::......... ... 32 15..1, OWNER May Suspend Work,,,, 32 15.2.15.4 OWNERMayTerminatc 32 15.5 CONTRACTOR May Stop, Work or Terminate 32-33 16. DISPIJTF. RF.SOLITHON..................................:33 17. MISCELLANEOUS' 33 17:1 Giving Notice ....;. 33 17.2 Computation of`Times , ,...33 17:3: Notice of Claim ................. . ... . .....33. 17.4 Cumulative Rem edics,,,,,,,,,,33 17.5 Professional Fees and Court Costs,Includcd_,,;,; :..:, , '33. 17.6 Applicable State Laws 33-34 Intentionally left blank ..... ..:.: .......:..::..............35 EXHIBIT GC -A; (Optional) Dispute Resolution Agreement,,,;,,; , , ,,, ,,G(,-'Al 16.1-16:6 Arbitration,... ,, ,.................... GC -AI 16.7 Mediation _,_GC=A1 E1CDC GENLaAL. CONDITIONS 1910.8 (1990 [EDITION) w/ CITY OF FORT COLLMS MODIFICATIONS (FLF.V 9/99) INDE,X TO GENrRMI CONDITIONS. ,City of Fort Collins modifications to the General Conditions'of th6,Construction C:ontractaie not'shotyit in this index Aiticle or Nrr4nraph Number Acceptance of — Bonds and Insurance, ....... : ........... ........... defective Work ., ....10.4 1 13 5, 13:13 final payment._-. ........ ....... ......::y:12, 1,4.15 insurance..................................................... J.14 other Work, b4 CONTRACTOR... I 7.3 Substitutes and :."Or -Equal" Items,; 6 7 1 Work by OWNER .....2 5,430, 30, 6,34 'Access to the -- Lands, OWNER: andCONrRACTOR iresponsibilities.................... .,, , ,:, 4.1 site, related Work, .......... 7 2 �Voik. .... :..:.13:2, 13.14, 14:9 Acts orOmissions--, Acts and Omissions" CONTRACTOR ......... ....... 6 9 1, 9 13:3 ENGINFER. -.:. ........ ............ ..6 2(1, 9.13.3 ................. G 7Q S:9 Addenda --definition of(alsir see definition'of Specifications). kI 6 1 10 6 19) '1 1 Additional Property Insurance*;, .........O Adjustments — Contract PriceorContract Times ..... :. ,........... :LS, 3:5, 4.1 4.3.2. 4:5 2, 4 5 3 9`,9; 9 5 10.2-10:4; ........11. progress schedule ,`6.6 Agrccm cnt=- definition of .....................................I.................12 All Risk" Insurance. policy fcim............ .:. .......S 6 2 Allowances- Cash...........: ................... ......l S Amending'ContractDocumenis; ........ ...i3.5 Amendment, Written -- in -general -.-,--------j.10,.1 45, 3.5, 5:10 5.12; 6;6;2 48.2,6.19,101 111.4,112 ......... ..... ... : - ,,,,, 12 1,;13 12.2; 14.7.2 Appi: I, OWNER of:CONTRACTOR intent to, ... .......;9 10,'9:11, IPA. 16.2, 16. :.:.:..:...........:.., :...............: .: rl 3 Respons i 6i I i ty................. 9.9 ..............:.. 9:13.4, 9.13 5, 14.12=14-15 2:8, 2.9, 5.6 4 9.10; 15.5 ...14.1-14.7 review 01............... .., ., . ...... : 14A-143 Arbitration ....:.:........ :::..........-,-:..... 16.1-16.6 Asbestos-- .claims pursuant thcrctq; .... ....... :,...4 5 2;.4.5.3 COA*r'kACTOR authorized to stop Work ..4.512 .definition of:....:.: .................................. . JA Article or:Paragraph %Number. OWNkR responsthihty far,,,, Possible price and trams change „;,; ...4.5.2 Authorized Variations in Wort 3.6 6.25. 6.27, 9.5 AvailabilityafLands......... .-,. ,:41.:8•4 Award, Notice of defined,; ;,;.,; ,,.,, ,.125 B fore Starting'Conurucurnt _, ;,................ � 5. Bid --definition of,,,,, ,,,,,,,,,, ,,, „1 5 (1 1 1 10.2;3 33•,., • .............. 426.4;-6.13 11.43;=11.9:1)' Bidding Documents-' of ... ..._-......... ......... ....:1.6(6.8.2). Bidding Requirements -=definition of ....... ..................1.7 (la, 4.10.2): Bonds -- acceptance of ........ ......... S;14 additional bonds .............. .............. 10.5. 11.4 5:9 Cost of the Work,,., ....... ..... .,:., , 4 I LSt delivery n 'S S of...................................................1 delivery final Application for Paymcni .,. .2I' .... .14.12-14.14 general ,.:..................................1,10 5 1 5.3, 5.13, 9'13. 10.5. 14.3.6' Performance, Payment and Other.-,., --, Bonds and.Insurance-=in general....,.: .................5 Builder's risk'".all risk" policy form all -- Cancellation Provisions,, Insurance , 5 4 11 5:8; 5.15 .,, Cash Allnumnees......... ,..: .....................11:R Certificate of Substantial Complotitirr,,,; , 1.35; 6:30.2.3, ...... ......... .............14,5, 14.10 .Certificates of Inspectioq;,,, .,,,,;9:13 4 13'5,14:12 CertificatesofInsuiance_,,, .2:7, 5.3 5.417,t5.4.13, ................. Change m Contract Price -- Cash Allowances_ _,;,,, ........ i; 'claim for price - - _ - adjustment 4 1 42.6: 45 51U 6:8'2, 9.4': 9:59l1 10:2, 105,.11 2,_13:9,,, - ,....-........... )3.13, 1314 14.7, 15:1, 15 CONTRACTORsfee...................... ....11.6 , ;Cost ofthe. -Work general .................. ....._.......: ;11.4,11.7 Exclusions to ,:::.. _..:;...... x:c:::.11 5 Cost Records ..................... ....... ......... ............... 11.7 ingencral,,, 1.19, 143,:9111, 1042, 10A.3. 11, Lump Sum Pncng....... :. ........, .........11.3 `L Nottficaron:ofSuicty........ „ .......... Scope of, .... ....... :......... ;J0.3-10.4 Testing- and Inspection,. Uncovering the Wort. ......... .........13;9 L• 66o (jLNLRAL m4i)r m0 19111-8 (1990 LDI IIONI' wt crTy Or:FORT cuuNs h1oi)m6i iONS (REV 9l99) 0 0 UnitTiice Work 11.9 �CONTRACTOR's Fee 11.6 ......... . �j ...... Article "or, Paragraph Nt,imber Valu 'of Wdrk- . ... - - - .............................. ChangeContract.T,'mcs!- A rwi; 1, , , i� 1 lmes adjustment .4 1, 4,2.6;.'4.5, 5; 15; ......... ............ 13.9, 1313; 11-14, 14:7, 15:1, 15. 5 ORedntiol ......... �..114 irety.' ...... 10.5 .............- - ............. 10.340.4 c ; I "' bfD ceptance ....................... 13:13 Amcfidinp Contract Documents, I . ....... ...... ........ 3:5 '.Cash Allowances .... .............. 1:.8 Change of ohlraqt ..................... ......:...I I 'Change of Cant - raci fi mes 12 ,C6mig6s in the Work �Cdf4kACTQR's lec� ...................... .........1I.6 , Cost ................ 1.4-113 ,C= Records .................................. . I-- ...... 11.7 efinitioh a ................. ......... 1.91 ,emergencies ......... I ....... ........... '...... .. 1; ......... E146 fNE- ER'g i esl�onsibil ity ....... 9.- 8; lb 14. II?. 2. 1' 1 'execution of . I ............ .................................... . JOA ii1duln, ni fictior I ................ . . 612, 6: fiS,'6.31-6.33 . s and 'I ns ci�'Bondnd . . .. ...... 5J0; 5-13; 10.5 in ay. term inate'.., ._15.2-15A OWNERs Respaitsibilit �y 10.4 Subsurface andk;. ... ................ ; ........... 4.2 UndergroundFtfcilitics--....................... .... 43.2 Record Documents 619 Scop"SChange ............ ........................ ......... 10,3-10.4 Substitutes,......, -67.31 & 8;2 Unit Pfi Ce VO T k 11.9 'value ofWork; covered by :,.,J1.3 urges in the Worl, ... Notification of --10:5 -6WNHWs mid C(JNITRACTORs responsibilities, .......... ......... Right to an.adju stment ....... ......... :� .............. 10.2 Sclop"c�:of chii rge ' Claims - .against CONTRACI'OR .............. ................. :6.16 against ENGfl\TE,ER ... ;_ ............... ...... 32 ;against OWNEK ........... .............................. •Change cif Contract Prig. .:'032 , ...... � . %9 4 11;2. .... ......... . .. qhaw p fc.(Pt�r.aci Times. ................. ... 9 .4 lil .CONTRACTOles ............. I I 47 1.. 9:4,9. 5A. i I - I . ....... W.: .......112 11.9,.12.1, 1 3.9,14A, 7! ....... . .......... ...... ...... 15.L 15.5,17.3 vi Article or Paragraph. Nunn* CONTRACTOR!shibilit :.:,,:..5:4,6,I2,6A6,6.-3l Cost of the "fork I) c ci sionson'Disime5 ... ................. . ....... A2 Dispute Resolution 16.1 "Disput' R eemen d . lutionAgF` . ............ 16.1-16.6 �ENGINEER as initial interpretaf 111.3'1 Noti66 of ........... OWN ............... 9.4; 9.5,,9:I1j102,.1I"2, I,L9 ........... 12],6^ .913.13, 13.14, 173 ;16WDTws IiAil ity ............................. ........ 0 , WNER m6y.refuse .............. )4:7 Prof,essional PeesandCourt Costs Included .. . -- ......- ............. ................. 17.5 ...... rcqqFs,t ror f6i�nnil &cision 61 ..... .......... Sub,4itute Items T an a Exidnsi6p". ....................... Tiiin , "'lu"emerits. 911, 12.1 Unit Price Work,_,,. .... ......... .. . ...... ... ..... 11.9.3 Valwdl Waivdr,lor--iin f inal Nvmcnt`..;,.,. 1 1, " ,, ..; - .... J4, 4.14,15 Work Clumpe Directive ................ ....... IU -wfiaeh noticere46irO... ........... .......9 I I j 1 L2, 12.1 ifirRatibns;and ltnerpreIationg ............. 3-6.3. 9.4. 9.11 an.Site -:A., 17 ,or Corn r 'Colur ................. 3.33 ............ .......... ......... ..... 0.2 6.9.2, 8. 1, C6ntirrnmic'iation Programs .... ....;.0.22 Pplicaltion for Paymeril ..................... 14.12 is p ectibh .............. ... 14A 1 , . qiii.................... �nvand Acceoianct ..... .......... j4.1131 -14 14. : Utilization,,,,,; ...... J4.101 tial'Completion ................ ...... )Jt, 144-1 4.9 oe Claims ....... ......... 14.15 17.2;11-17.-2.2' Sub6ontriactcirs, Sulipliers iers ........ . F .... ...... ! ............. ....... 68-6.11 ". acceptab le schedule j: ... ........ . . ............. . I.:., .... ............ ....... ACTOR to Rcport� ............ ....... :.1.1 '23 :�;3.2 n,Nf : are star,tm- b- I 1 '9 y , ACTOR ............. 25-4., nN4aeh- 'ry, Equimfientetc..... Me ' ...... ..,, .... !6.1. the Work .................... ................ 6.29, 10.4 -ns;. , ....... ; ..... : ........ ;.; ............ ; .... ;35 ........... I .......... ...... - ........... .....5.1 LJCDC� GE'N6�R'A'L, C�OND�I`no-ms`fqi(-'s 699D wi-holi) '.wi a Ty,, op FoRt courNs Mbwicmi mis W.v i§q) Cash Allowances. .....11.8 Stop Work rcquircmcnts... - CONTRAC'FQR's Artiule or Paragraph ,Change of Con"at Priied .. ............... .............. ... I I .Change of Contract Yinics. ........... ...... , 12 Changes in the Work .......... ........ ,..: ....... 10. 4-10. chrok and verif.................. ....... I ...... ... 2.5 :Clarifications �I 'and lntcrprctations.......... ... 1:21 3:.6, 91A, 9.11 definition of. ...................... ..................... 1.10 ENGINF R as in'iiia'l rnicr_i�cte9.11 r of,.;,,,. .p, , ltN6114k' k as 0-k-ki N, F_R's representative ...... ....... 9.1 gcneni13 Insurance, ...................................... ............... 5.3 —w- , ;In tent ............ ...... 3.1 � 3 at inor-variationis in the Wor)... ......... ............ 3.6 1 , 6WI'\%'R's res . pons'ibili.tyto*fUmi6 clata 9-3 O'A%TFR'sreqp onsibi14 to make . prompt payment ........... .3,14.4, 14.-13 preceden�cx_ .................................. 3. 1, 3.3.3 Record Documents ....... I ...... ........... 9, Reference to Standards artd Sp66R_ications; - I Cifvchni'cal societies., ............. .................... 3.3. Related Work„.,,,,,,,,, .............. :...i ......... ........ �,�:2 I Reporting and Resolving 1JJsqrcp"cie_g;� ....... 2:5, 3.3 116uge of ............... ; ...... 'Supplementing, .. ...........................3.6 Termination of ENGINEER!s )employment .......... 8.2 Un it Price,Wlork .................. M ............. variations .......................................... �.3.6,16.23; 627 Visits to Sitc*' ENGINEFR's 11 .......... ................. � . 9:� Contract Price — adjustment ,of .................. 3.,5, 4:1: 9.14, 10.3' 11.2-11:3 �Change of ............... ....... : ............................ I ...... 11 Decision on.Disputes ...... M ....... P..; ..................... J definitionof .................................... w ............ Contract Times— adjustmerit of .................. :3.5, 4,1, 9.4,-110.31..12 .,Change of ....... ............ 112.1-12.4 Commencement of "i3 definition d ................... ...... ...... 1:12 ,CON7tRACI:OR— Ac c c t ance o �f Insurance 14 Communicationsi ............. ........................ 15.2,49.2 Continue Work :: : : !;..6.29, I0.4 ,coordination and scheduling, ..... ........... :_, ....... 0..9.2 definition of .......................................... .._11, 13 Limited Reliance orf*fMinical Data Authorized ...... .............. .............. _42.2 may Stop, I Work or Terniji Aa-te': ........ : 5 Provide site access to others ...................... 7 ' 1, 13 2 ;Safety and Protection ..... ........ 4'3,1.2 6.16'-'6.18, ........... ...... : ...... ..G.21,6.23,7.213.2 .Shop Drawing and Sample Review Pricr.to Submittal ............ ............... Vii Article or Pi -'nagraph Number Compensation, ................. ............... .......... 'Continuing .Obligation' ......... .................. 1 4A -51 ...... . 'Defective Work ... ....................9.6. 13-11.01,13.14 , Duty to correct defective _,W&k ......... Duty ro.Report Ch,,kn'g'es in the Work caused by L)cfec'ts in Work of 6'thcrg .... .. .................. :7;3 Differing ......... ... 4.2.3 Discrepancy in Documents ........ 2.5; 33 2, 6.14.2 Underground Fa6lities'not:indicEited ... : ....... 4:3.2, Emergencies- ..........C...st "o' .... :0,23. F uipment.and M�ckincy RentaI ofthcWork': ........... ............... 11.4.53 Fee Cns4Plus ............. .......... General Warranty and ea Guarnte.........................,30 6 . . Hazard Corn in unication Programs..... .... 0.22 Indemnification ....... ... .......... ..G 126:16, 631 '-'&33 Inspection of the Work:,. ................. Tj, IJA Eribidr, Mat6fials and F,,qd : ....... . . 6365 ;.1- 715 Laws and Regulations, Compliance by .............. 6,1 4,1 'Ll,bi'lii'Y"Ifisuitifice ........ .......... ........... 5.4 Notice of Intent to Appea I.,; ...................... 9-16, 1.0.4- he Work, ... ............... 1 .3 ................ I ......... 0 Patent Fees and koplrics,�paid for by� .............. �jG. . 12 Perf6rinan6c and Other Bonds .................... ........ ..5.1 Perm its, obtained and paid for'by,_,., ..................6.13 Progress I Schedid I e .......... I......20 ��8; 2A,6.6, ...... q ......................... �.. 6*29, 10.4,• 152-1 Request for.formil decisionon.disputes ............... 9-11 qhangcs in the Work ....... ....... _1 ..... 10.1 Concerning Subcontractors, Supplies and Others .. .......... ...... Conilnuing'the Woik ' , ' .: ....... _ ........... 0.29, 10.4r itONT.RA(.TOIZ',s expen'se ...... ::;;%: ........... 60-INtRACTOR's General Warranty a:hd,Guarintce..: ... ............ .......... :630 CONTRACTOR'S review prior to Shop Drdwitia or Siirrilple submittal ........ ....... ;j5.25 Cooi-dination of Work_:� .............. : ...... .Emergencies ............................................. !jG-23 or "Or -Hqual" Items . ....... .... j5.7.3' F6r,Acts and Omissions— of Others; ..............6.9.1-.6.9.2, 9.' 13 .... ........ for ded u cu bl i am o-t -a- is, i nsior'ance,.. ..... �5-9 general. ...... ... 6, 7.2, 7.3. 9�9 Hazardous Communication Programs ........... 6:22 lndcmnifrctition ..................................... L'JCD'C GENE'R.AL CONDITIONS 1910 -8 (1990 EDM_0M WICiTY'OF,'FORTCOLLINSMODMCA110',-,'(REX'9/S�9) 0 is Labdr Matcrialsand'Hquipmcnt 63-6:5 CONTRAC'L'ORS;=other 7 Laws and Regulanons;, -:;,, „ .;_, ,6,14 ;Contractual Liability Insurance LmbilityInstuance............ ,_ 5.4 Contrtctunl'TimeIimils:. ...... 2 ..... .. ,-12,_ 'Article or Paragraph, Articic or;Paragraph Number Nuiiibcr Notice of variatioiFfrom Contract `Coordination-- Documents ... .:................... 6.27 CON1'RAC1OR's,responsibili_ty.:, .; . W6.21 Pit tent Tees and Ro}'?hns - ,,,,,,; , 6 12 �Copres of Dix:umenls,;,;-; -� Permits::.:--- - :... 6.13 Correction Period ...... .....-. 13.12: Pr zss Schedule .. G.6 Correction. Removal or Accz prance Record D... cots ... , , . , - , .. , - , „-.,-,¢ 19 ofDgfaetive'}vork-- ,:-. related Work performed prior to in general- 10 4.1, .13; 6jJ,14' ENUIN�ER's approval of.reyuired Acceptiince oClJefeclive lvork ,;;,;, �,;,,,,:-13.13: submittals ..... ,,,,6.25 ( orrect'ion or Removal of saCestrticluralloadino .... 6.15 DejecinelVork;,.., ...... 630,13.11' Safety and Protection„ G 10 7 2 '13.2 Correction Period ............... ........... 13.12 SaCctg Representative,- _. - ' 21 OVv.WH vlay Gorrcct /�ej chve:;lVorl 13:19' SchcdulingtheWctk:: .....:. .: ........69.2• OWNFRlv1ay,Stop•}Wrk Shoo Drawings and Samples........ - „..... 24 :Cost,- Shop Drawings and Samples Review' of Tests and Inspections ........ .....................13.4, byENG[NEER 6.26' Recor&I1..7 SitzCleanhness -:-.:: C17 Cost.oftheWork-- Submittal Procedures;, ...... Bonds and insurance, adduional:.......... ..„-.;11;4,5,9. Substitute Construction Mcthods Cash Discounts,,.-, - ,; 11 42 and Procedures,..,- ., „.;6.7:2 COYI'RACTQR's Fee , „ 6 Substitutes end "Or=Equal Items ..6:7c1 „ , , Employee Expenses;,,, „-, .;,, ,11 !1`1."4.5.1 Superintendence ..,... 6.2 Exulusions to :........ 11.5 Superylssion .................... ,G.1 enzralll" G.4-I I S, Survival of Obligatirn s ,,,,, .. 34 Hum office and overhead expenw; .............11, 5' Taxes ..... d damages,-,, .11 45;G Tests an l Inspections. 13 5 Materials and equipment 11.4.2 To Report.. ...... .. ....::. .....:.:2[5 Minor expenses „-,-, ;, .....,, .,. „:;11.4:S:S Use oFPremises.:..... :6.16 6i1$, 6.30:2 4 PayToll:cgsts on c}ianges ...:,..: ..:....11.4.1 Retiew,Prior to Shop�Drawing or :performed lby Subcontractors ......., ,-,:,,,_-,„).1.43, Sample Submittal ..... ,-„ C 25 Records] L 7 Right to adjustment for Chang san the Work0:2 Rentals of construction equipment righttoclairn............. 4,7:1 9:4,95,91I.1 ]0.T11.2,, and machmcry.._,;, T1.4S.3. 11:9, 12:1.•139; 14.8, I5 1, 155; 17:3 Royalty payments, permits and Safety and Protection.'....;...., b 20-6.22; 7.2, 13.2 license fecs Safety Representatve ;,-,, .,... _6,.21 Site office and temporary facilities, ' J 1 4 5.2' Shop Dmgings and Samples Submittals.. 624-6.28 Special Consultitnts, CONTRACTOR s „..;11 4.4 Special Consuttinits :. ... 11.4.4 Sapplgncnt�l 11.4,5` Substitute Construction Methods and proccdures ¢ 7 1 axes?clat'ed to the Wort ........., 11 A.S.4 ,Substitutes and Or Equal Items;, -, Tests and, Inspection - 13.4 Expense.:; -:-,:. -,- ; 6 7 l; 6,•72- trade Discounts ,-,,; Subcontractors, Suppliers and Other;, 6 5-6.11 Utilities, [ugl and sanitar} facilities .11.4:2; , „-,1,14r5.7 Supervision and Superintendence- ..... G 1 G:2;:G.21 •Work aRcr regular hours .................. 41.4.1 Tares,.Pa _ ent yn by - G l� Cover mg Work .: .;.., ; 13 6-b3;7 •Use of Premises „-6:1676.18 ... :Cum ulative-Remcdics........ ...... .. . :.....17A-1'7.5 Narranties;and gt arentecs, ................. 65 .6.30: Cutting; [ tlin`g and patc}iing-,-,,.... ...... --, T.2' ...... ......... .... • 14 3 Data, to be Furnished by C7WNFR $:3 . ll r ten Not cetRe aired-- q ay -de(r ition oC .......:.... 2a. 17_� CONTRACTOR stop Work;orterminate. ......15:5 Decisions on Disputes................. ., .............. 9.11, 9.12 Reports of DrlTering:Subsurface defective --definition of.....: ......:.: 1,.14 and I h steal ConndIIIODS _.' S-:3 4. ;defective Work'' Substantial Completion ' p ,. 4.$' 1 ; , - .Acceptance of .;,.,...- „-,10.4:1. 13.13 nett LJCDC GENL•RAL COt DITIONS 1910-5 (1990 EDITIO I) Wi aTYOF.FORT,COLI.INs MODIFICATIONS(RF-V9/99) 'Correction or Removal of , 10 41; 13r11 ,Corrcctton,Pcriod, ....... in general,._ .. , ,.13. 14.7.14.11 Article, or Paragraph Number` Observation by ENUINEFR;, .... ... 9.2 01VNER May; Stop 1Vo l....... .....13.10 Prompt Notice of Defects ...... . ..:..... ........:13 I Rejecting, ...... - ............... -9.6 Uncovermgjhe Worly ....... ...... .....13.8 . Definitions .........;.,.. 1 Dclaya ............................... ...4.1, 6:29 123'-12.4 llelicpry oCBonds .............................................. ....:2 1 Delivery'ofe,ertilicatesofinsurance ....... ...?:7 Determinations-Cor UmCPrices:..... :......: 10 Dilieiing Subsurface or Physical Conditions -- 'Notice of .. ...:........ . ... ........... .a':3 ENGINFF.l2's Rcvievt _.... ....... .............. ... .4 2;4 Possible Contract Documents Change.,....., , , a 5 Possible Price.and Times Adjustm@gts,_............ 4..2.6 and Resolving._., ::.:..:. ' 5.,3.32, 6.14.2 Dispute Resolution= tlgrcement..:.:...:.......::.:.:.:..::............. .16 1-16;6 'Arbitration..... .........:......3 6 1 ',16.5 ......... gerieie116 Mediation .................................. I ...................... 16.6 Dispute Resolution Agreement... 1G.1-16.6 Disputes, Decisions by ENGINEER„ „' .......9-11-9.1'2 Documents= - Copies of .. .......:........... — :.:.........::. ..2.2 Record 6.19 Reuse oC. . ;..:......:.................... _—............. 3.7 Drawings definitionof,,,..,,.,.,.......... ......1:15 Easements .................................... .a I 6lociive date OftAgicemcniC - definition qE ] 16 F.mc?gcnctcs _...:..... :..:.......:....... ..023 ENGRN'EER-- as initial interpreter on`disputes.:............. 911-9,12 definition of...:. ....................................... I 17 Limitations ogauthority and responsihihucs,.,,,, Replacement of. ....... &;? ,. 'Rcsidcnt Project Rcprescntatncr ....., .......R.3 HNGINEER's Co_ nsultarit = <kEmtton oC;,, 118 ENGINEER'S -- authority and responsibility, limitations on ...9.13 Authorized Variations in the Work., ........9.5 Change Orders, responsibility for...... 9 7 10.11. 12 'Clarifications and Interpretations ....... 36.9,9.4 Decisions_ on Disputes.,,:,,,, I ......... ..I ....... .911-9.12 -defective Work; noticeof,,,,,,,,,,,, ,,,;,,131 Evaluation`of Substitute Items ...........................6 7.3 Liability ........: ........... ..., 632,.9.12 Notice Work is Acceptable.. .. ....................14.13 Observations,,,,, ,,,,, 6.30 2,,9.2 OWNER's'Represenfafiva.,..... „.„9.1 Pavmentsao the CONTRAC 10R, Respoas btlrty for,,,,, „....... ....,;9.9: 14 Recornmendatnn of Payment .14-4;14,13 Article or Paragraph Number 11-9;13 Responsllililies Ltrnitationson 9. Review, of Reports on Differing Subsurface and Physical Conditions ....4.2:4 Shop Drawings and Samples, review reslionsililht}- .... .......... --'6:26.' Status luring Cmztruction•- aulhoried vanations to the Work :9.5 Clarifications and lnterpretat6 Decisions on Disputes, ................... Determinations on Unit Price„__ .... 9.10 F.NGINEbRvss Initial tterpreter 9.11-9 .12 ENGINF,FR s Responsibilities.... 9.1-9.12 I imitations on FNGINFER's Authority` and Responsibilities..............................9.13 OkVNFR's Representative...., Project Representative . Rejecting Defective Work:..............................9.6 Shop Drawings, Change Orders and Psynients..... ....;,.. ..,:9:7 9.9, Visits to Site ........ :............ .................. .r9 2 Unit Price determinaiiotts ................................. 9.10 Visits to Site ;,- ..... ., .:...,92. Writtenconsent required ...... ........7? 9.1 Equipment, Labor, Materials and ........................ Equipmentrental,'Costofthc.Work ...11.4-5.3' Equivalent Materials and Equipment :,:, ....... ....... ;§.7 error or om issitins ... , , , ,, ...... ........633 Evidence of Financial 'Arrangements..__; ...,,.,,8.11 Explorations of physical, condnlons,,.,;,, .. 4:2;1 FCc, CONTRACTOR'S --Costs Plus deGnilton of:..................................:.............:...1.19. issued by ENGINEER_,., . ......... b ..... 3.6.1, 9.5 , Final Application for pnymenl ......... Final lnspcctiort „ .;,,:: ................................. Final Payment — and •Acceptancc. .................. ............14:13-14,14. Prior to. for'caAfallovainc6 .............................. :General Provisions , ,:.......... .:...,17.3-17:4 _ 'General Requirements-- - defmitionbf .......................... ........J-20 ....... principal refer enczs tp.--, ... 2.6'6 4. 6,6-6 7, 6.24 'Giving Notice,.,.. ..._._.. - ..._._,................17.1 Guarantee.of }Work —bp CONTRACTOR 6:30 14'.12 . Hazard Communication programs .„.,,,,;...`22 1'Iazardogs Waste definition,of' .... ...............I...... ...:....1.21 general ...... -.......4.5 OWNER's responsibility for......... :;;........... :..:..:;%,10 GJCDC GGt.RiRAL CONDITIONS 191 a,•3 (1990 LUI ROt� wJ CRY OF FORT COLI.IN-, morwic roNs'(ft 9799) 0 l 0 �11 r_1 4) Indemnification I 6_16,,631-63-3 IaspectionL Certificates of ....................... ... 903.4. 13_5.rl4.12 Final ............................ 14.11 Article or paragraph ... .1 * 'i'�imbcr Sp6ctat ,-required , by) qGINE Tests and Approval ........ ; ......... '13.3-13A• ffisurance- Acceptance of, ........ :5:14 Additional; required by changes in,the ,Wdrk.,..: ..... ...... :.I 1.4.5;9� Before starting the Wor,k, 27 'Bonds an, -in general ........... . Coinceilition'Provisions Certificates 6f 5,15.3, 5Af i. 5A. 1 3; .......... ; ...... completed operations,.,,,. ,,,,,,,, ,, ,C ONIT RACTOR's I L i ab i I i t y.: ......................... ',CONTRAqTOR'siobjection to coverage.,,,- ... ,Contractoal Liability,;,,;,, ....... 10 . respohsibili!y.., .............. % ...... ...... in] Application for'Yayment. ............... ,ensed lnsdieri .......... ........ Ake requireinents, maicrial changes........ 5'8: 10 , 5 itibn,to Replace ........................ 5.14 ic spe�cia., insurances .5. 10, YN _ ER as fiduciaryfor inscredq ......... ':.'...5.12-5,l3 OTF Rs Li abi I ity,.. ............................... ;5�.5 � ............ ...... 8.5 rtud.diilizaii99, Property ...... �5'15 )perty: ... : .......... ......... ......... ................ 5:6-5:10, ceipt and Application of Insurance .................................. 5.12-5.13 cciallnsurancc ............................. '51i iivcr of Rights ...... ..................... If Contract_ :I:iocumcntsi ........ -.tmionsand Clarifications �.. ...... 3.6.3,,9A ,ta i on s I ofphysictl c6ndiii ons.............. ; ........ . Labor, Materials,and Equipment._..,.,.,.,., 'ands-- an'd Eascin cuts .......... 14 9 Reports and'Tms: ........ ............. .... . .. . ... ....... .1-12. or �" .. La*sandRi�jbiations-- wsRegulati6JjS'_. Bona - ................ _ ............ ............. -5.2 -Changes in t1hi Work: ............ ; ........... urnents I � .. ................. ...... - ................ OR's Respon - si - biliti&s ..................... OA4 1 -riod'a�� Tork, tales;...,.'11.4.5:4. .......................... ............... ion !... &31=633 ... ......... .Insdrincc............ ......... ......... ......... PrcccdcncC...... Reference to .............. ......... ....... 3.3.1 Salldy and pi:otle6tian.' .._-6.20. . 13.2 o a Stibcortrctrs,, Suppliers'.andothers I . ,, -, I . _ I 68-6.11, , I � Article or paragraph Number, Tc§is and 13 1 - Use.of Premises ............ I .......... ...... 4 ....... ......... Visits'10 Site 9.2 1y; "cZ_ CONTRACT k7 d'bR's ...............................................5A OWNER's ........................ . ...... 4 ........... msed Surctie and Insurers,,,, , .1 . � — snss i 1 � I I " ............ ...... . ....... Application for P . rogrm I Payment ...... .......... — _14.2 ; :CONTRACTOR's X.Varranty.orritle ............. ------ 14:3 .Final Application for y fo N m'cnl. ........ .definition of ........ .... 11.1� ................... Waiver cifClaiiiii.' . . ... ... .......... j 4.15, . Linnitkions, on-ENGINEER'sauth6rity and rapRnsibi I it ics- ...... ........ 9,13! ................ ! 4.12 3. 11 tciits ....... 13.1. icdby,CQrfl_RAGTOR� _ ................................ 11 6.3 I . I :orporated inWorl ............ ;:.. �.. � ...... . :_: ..... :14.2 or equipment -.equivalent.;,...... ;_ ......... ;. fi.7 . .......... ...... " .. ..... sLdAiniiion............... ......................... ).24 L.1 7.2 ................................. 7.4 ........... .... 171 ilti'prime contracts , ......... — ........................... �7 � 1 1 11ts NotShciw.n or. lndicaitM ....... ...... ... .......... ........... ; I I NT01 ice of-- Aceeptabi lity of ......... ...... :.�.;14.13, Award defin' f mon 0 ..... ........ .................... 1.25 ,Claim 3', Ijifferin Subsurface or Physical.Conditions ------- 4.2:3. wing ; ...... ...... J7.1 Tests and Inspeciiiihs Variation, Shop Drawing and Samp 1p ............ {.27 Notice to Proceed-. dcfimlion of.................. ............ M .............. ...................... ............... _...2.3 LidbC G'&iii,t C'ONDI'TMNS 19108 (1990 EATI-ON) .W?aTY, OF FORTCOUrNs MODIFICATIONS I WN 9199), 4. Flashing Beacons and "ContractorXYZ Thanks You" signs will not be required on ! this project. 5. A City of Fort Collins 12" waterline will need to be lowered and modified during this project. The location of this work is shown on the plans as "24 inch PVC Schedule 80 10' pass edge of structure on both sides" on plan sheet 8. The work will include installing a 12" gate valve with solid sleeve to isolate the waterline. Followed by removal of 70 LF of existing waterline and casing pipe. And lastly, reinstall 70 LF of 12" Ductile Iron Pipe with a casing pipe that extends 10' on each side of the new box culvert and installing 4 - 45 degree bends for the lowering, and installing 60 LF of pipe restraints on either side of the 45* bends. See attached City of Fort Collins waterline details for more information. Concrete pavement removal and concrete replacement will be required to access the waterline to install the isolation valve and possibly for the restraints. Concrete Removal and Concrete Pavement (8') will be measured and paid for separately in their individual line items. Excavation and backfill to get to the waterline at the isolation valve and at the structure is considered incidental to the work. Remove 12" waterline pipe, Remove 24" casing pipe, 12" Gate Valve, 12" DIP Waterline, and Waterline Casing pipe are added to the contract. 40 SY of concrete pavement removal and 40 SY of concrete pavement are added to the contract quantities. 6. What is the specification for Dryland Seeding and Mulching? The dryland seed mix is: • • Great Basin Wild Rye: 3 lb/acre • Green Needle Grass: 2 lb/acre • Indian Rice Grass: 1 lb/acre • Slender Wheat Grass: 2 lb/acre • Thickspike Wheat Grass: 3 lb/acre • Western Wheat Grass: 4 Ib/acre 7. Is the concrete sidewalk on the box culvert included in the Structural Concrete CL D (Box) item or is it included in the sidewalk quantity? The concrete sidewalks on the CBC are under Structural Concrete Class D (Box) quantities since they are attached to the Concrete Box Culvert. 8. Are the concrete columns included in the Strucutral Concrete Class D (Box) or (Wall) item? The four concrete columns on each corner of the bridge plus the short wingwalls connecting them to the concrete box culvert are in the Structural Concrete Class D (Wall) quantities. • Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 7 of 36 Notification to Surety. ,,,_, I .......10.5 testing, independent;..._ _ .....................___..13.4 Observations, by 6NGINFER ..... 6.30; 9 2 use or occupancy Occupaiicy of the Work ........ 5'15, 6.30.2:4; 14.10 of the Work .................. 3:15: 6:30.2.4. 14.10 Omissions or ncts;by CONTRACTOR ...........:0.9. 9,13 written coriscnt or approval Open Peril policy form, Insurance,,........................5.6.2 required, ; ,:9.1,:6:3, 71.4 Option to Replace;.... 5.14 Article or Paragraph Number "Or Equal" Items ........ ........... ........... I ........ ................. 67 Other work 7 Overtime .Work —prohibition of ................................. 6.3 OWN I, R-- ,. . .Acceptance of defective Work ..........................13.13 appoinvan ENGINEEI..................... ...:. .......9.2 as' liduci ary........ .................... :.......... .... ...5A 2-5 A 3 Availability,of Lank; responsibility ................... 4.1 definition of ....... ....................................... .._,J.27 data, furnish ...... ....................._......... I .......... ...... .3 May Correct nefect ve Nar1. ......... 13..14 Mayrefuse,to make payment ..... I ...... I..................0.7 May Stop theWork..... ............ :..................... ..13.10 lv-ray Suspend Work; Terminate ................ :........... x.8, 13.10, 15.1-15.4 Paymtcm, make prompt .................... F:3, 14.4, 14.13 performana of other work,...........:.: ................... 7.1 Permits,and licenses, requirements,,,,,._, .;¢,13 purchased insurance requirements,...,.,, 5:6-5.10 OWNER's-- Acceptance of the Work ,........... _.................. 6.30.2.5 Change Orders, obligation to execute 8 6 10.4 Communications '8.1 coordination of the Work .., 7.4 Disputes, request for dlecisiorl ...........................9.11 Inspections, tests and approvals..................$3, 13.4 Liability Insurance, ..................... .....................5.5 Notice of Defects..............................................13.1 Representative --During Construction; liNGINEFks Status ........... ........ ................... 9.1 .Responsibilities -- Asbestos. PCBs. Petroleum. Hazardous Waste or Radioactive Material..............j.$:10 Change Orders .......... ..:....:..:.............:.:.....:...8.6 Changes in the Work.................._...............10.1 communications ,,;,,,;- :...8.1 CONTRACTOR's responsibilities .................: 8.9 evidence of financial ar6ngemrnts............. 8.11 inspections, tests and approval§ ..................... S.1 insurance. ............. ; ................. .......... 8.5 lands and easements ....... .................. :........... 8,4 prompt payment by. .......... _......... .... .:...........:8:3 icplacetgenl of ENGINEER ............ ......:.:.... —8.2 reports and tests ,,,,,,.„ ......... ........8.4 stop or suspend Wail.... ,,; 8.8, 13.1Q.15:1 terminate CONTRACTOR'S services ...... ;:.......:.:.:.................:... 8:8: 15.2 separate: rcpresentativ-eatsite..............................9.3 Xi LkDC OEN LAL CONDMONSl910:3 (100 EEHT[0N) rvt CM OF. FORT COLLINS h70DIFic�'no�'.S (REV 9799) 40 Artieli-or Parajraph Articleor Paragraph; Numhcr Numf,i-,r written notice, required .......... ..... � 7A 1* 9 4, �9 11. -�ShowhorlridiEated .4.3.1 ... .......... ........ 11-2,,11.9, 147, 15.4 Tech nical Data 2.2, PCBs, w Pfeconstruction ........ 18 dcfiriiiion of ............ ....... ..... .... ......... 129 'Preliminary Matters ............. ...... ............ ... ...... 2 'general ........ ..... 4.5 Prelimna�y >�6hedules'............. ...... :...................... qWNER!s respo .. . .�............. iscs`U!xof : , w.. . I". : 18 :Partial1hilization-- q6fitr'a�,,6f, act ;ptice"Change e........................ derihition-of �Price ,.Contract --,definition of.::: .g�nera_f&-30.2.4, 1-4.16 Pr ;)iressAa�mcnl� Appli'cattonis lot .......... ....... _�J4 , .2 Property 5.15 14.2 Patent Fees and Royalties ............................ . . » . 6.12 Progress schedule, Cq14*fR.ACI'OIVs,: ..... 2,18, 2.9, Payment Bonds:.:..1-5�2 .. ; ...... ....... �..: .... I � I . ...... : : ................ 6.6,6.2 9 _10A.,15. . 2A Payments, Recommendation -cif ........ ..... 144-14.7, 14A 1 - I Project-, definition of� .... ....... ......... Payments ,_-, . 1 � 1, " I" , . , to CONTRACTOR'and c6nipleti6n-, " 1 11-1 Fir _ 4, "_, , qjCcUkeprescn1aIrv&-- ................ Applicaiion for ProgressPayments.', ..................... )44 tNOlk-E-k's,Status-DuiingConstructioiI .... 9 .3 Title CONfR ... A'C"I'O"R'sMarranty of ................... I'ii 3, o ...... 1:33 Final Application for Payment.,,, ... 'prompt payment by'OWNER ;.... ............ Final Inspection,,,,,,,,,,,,,, ................ ........ ....... 14.11 Propqrtylinqurance Final Pa,-�mefit anAcceId pt�ancq ............... 114:13-14.14 Additional_ ....... ............. .............................. 5.7 general . ................ ........ .............. .......... 3, 4 g en era �.6-SAO Partial Utiliiatio'n :Part ial Uti lizatiofi ,5.15: 14:10.2 Rctminage ...... ...... ...................................19i2 rduipvand application of proceeds �, ...... ... 5,12-5, 13 Review oC_ilpphcaiioh`s'for 1P.ro�tccfio;nI,Safety-,,incl .... I. ..... .... C._ OZ 2_, 13.12 Progress PaYMents ............. , ..... .. 14*14,7 PonebJist. 14: 1 J31r brT . I p It payment ............. .......... ................ 13.3 Rajibactive "te'rial-_ `Schedule of Values .................. ........ definti6n,of ...... .......... 1.32 Substnntial;Completioq........................... 14.8,14.9, genera14.5 Waiver of,claims, - .......... ............ ............ - ,lion responsibility,for�� for:.:..... ...... . �.J� 10 I - when payments due. 14.4 14.13 kicconimcodairon of Payment ........ 14 2 withholding payment ..... . .................. 6.14�7 Record, Docunients; . ....... ...... 6.19, 14_12 Performance Bbn4 ....... 5. 1 2 Records,' proc.edwes,for rn�i.�tainiag .. .......... ).8 Permits ... ........ .................. - , * ....... 6.13 Reference Points. ........ ; ..................... ........ ...... 4.4 pctroIeu,m__ :Pe�erence r� StanddrdSLflo8'S'* "Iffie'a-ti6ins, Pec definition 6t , ..... ...... ............ ...... :.J.39 'of Technical Societies .. .......... ...... general .................. ....... ......... ...... ........ 4�5 Regulations, Laws and (or) .............................. .... ... :614 .. . 9.8 OWNER's responsibility for,,,,;,,,,,,;,,,, ' „. $.10 Related Woikm- 'Physieal Conditions; -I at Site::..: ............ ......... ................... 7.1-7.3 hrn�vings,4 in'or-relating,tq ......... ......... l5erfeirmed,p"nor to Shop- Drawin . Us ENGINEER'% review .....J.28 ..... _421.2 '.4.2.4 'indSamples:su'linnii6is rcvic'i� ..... ;,.I .. .... . in existstructures .. _. structures .1 ............................. A._12 ....... ". Remedies, cumulative - �; . ..... 17 7.5 C.�g general 4.2:1.2 kc�moai6r,CorrecIio dfD eth"a Work.._, �13:1,1 Notice of ace orl� .............. -I 'ume�tst6anze .....4.2.3_ rental agreements, OWNER approval required . ..... 11.4.5.3 b c Centiact Doc ... J?_;5 re , la ce , meht ofhNGIMEM b :OWNER.,...- '8.2 Possible Price and Times Adjustmem.4 ...... .,4,2:6 Reporting and Res Mng Reports arfd Drawings........ : ................... :421 Disicrepanctcs ...................... -15; 3'13.2; 6.14,2 Subsurface and, . . ..... ............................... . -2 Reports� ,, SubsurfaceConditions ................... .... .... 4.2.1.1 •ancl Drawings ........ ............. ..... ....... ........ 4J Techriicil Data. Limucd Re-fia-fic"c' b'v� ......... 1fid Tests, OWNER 8.4 CONTRACTOR Authorized.. . . 41 .2-2 Resident and Prcjcct,Represeniati Lffid6igroimd Facihiics_,- defini6o"n,of .... ........................ ...... 1.33 general ...... ........................... ............... 4.3 NT6t Shown or'Inidicaed ..................... Peotecti6n of ..... ................ ...... ........ 43, 6 .,?o fo pruviaien r L1CllC GE N _RALCONDMON319104(i9 L 90 MMON) ,w1C1TY,,0F F0f(fC0I1tN$`M6DrnCA110NS WN9199) 0 Article or Paragraph Num_ tier Article cir Paragraph Number Resident Superintendent, CONTRACT,OR'y._ 62 Responsibilities=- submittal required ............................. ¢24.1 CONTRACTORS in'general,; G Sutimittal Procedures',._;,, ., ;:.:6.25 use to; approve substitutions 6.7;3, Shown ur lndieated 4.3.1 'ENGINEER's=in general ..............:................: 9 Site' Access......:.-.... ........72 13;2 Limitations on ,-:....:........... . �9:13 •Siteeanlin`ess, ... , A.. ........ :......... - ...::... .17. 'OWNERS in general 8 :Site; Visits to-= Retainage . ,....... 14.2 by ENGINEER ....... ......... ......... ... 922. 13:2 Rcusc_6f Dncumentis .._..: ...:.3.7 by others:::, .:. - ..:...;...::.._... - ,.132 ,,.,.. Re iew by C ONI'RAC CONTRACTOR: Shop Drawings special causes of loss" policy form, :and Samples Prior to Submittal ,,:,., ..., 6.25 insuruna'_;. ...; .5:6.2 Review of Applications, for definition of .................... ._ - .. .......1.36 .. 'ProgressPeyments ,.,,..... ,_-,:,;14.4-14.7 Sp'e6iGcations`— Right io an a8justment 10:2 defimuon of ?.36 RightspC Way of'I'cchnical Socioties; reference to i3;t Royalties, Patent Fecs and ; ;G 12 precedcrce., :: , , ....:...:....... Safe Structural.1.oading ............................... .... 19 'Standards and. .Specifications SaCet}4__ of Technical Societies;.,..,,,,,,,,,,,,,,, ........:.. 3.3 'and Protection;;,,,,,,,,,,,,;,,,,, ,,,,,4 3.2,'6.16,`6.18, :.Starting Construction, Berore ...............,. 6.20-G.21 7.2.132 Starting- the, Wor} ;..:.. .: :4 :general ................................................. G.26-623 Stop or Suspend Work-- Rcpresentatn c; CONTRACTOR s. ....... 621 by CONTRACTOR ,. 15.5. Samples- by OWNER „,,„ 1 8 131(i 191 .definition of,,,,,„ , ........1 34 Storage of materials and equipment;„,... _4.1, 7.2 general 6 24 6 28 Structural Loading, Safety;,,, ...... 6.d$ 'Review by CONTRACTOR 6.25 Subcontractor- Review 6y ENGINEER .........................J.26 G 27 Concerning 6$ G 11 related Wort ¢ 28 definition 6f 1,37 ,. submittal of 6 24 2 delays ................ 12:3 ..:. submittal procedures ............. ......... ....6:25 waiver of rights ..........0.11 Schedule of progress .,,,,............... .2.6, S 9 6;6, Subcontractors --in general;, ..6:8-6.11 6 �9; 10.4, 1s;2:1 Subcontracts --required pr6visions ......, 11 G 11, 11.43 -Schedule of, -Shop Drawing and Samplc 'Submntals— Submittals .............................. n G, 2.8-29, G 24-6 28 Applications for Payment.........._.......,,,,,...,..-,.,14, 2 Schedule of Values.: „ ,. , .;:. ,,, 2t6, 8-2.9, 14.1 Maintenance and Operaticxi Manuals Schedules-- Procedures, ........ ......... ..........6.25 :Adhe ence to..:_. .......... :,............................... 15-2.1 Progress Schedule................... .., .. 6. 2.9 Adjusting ........... .: A Samples..... .. 624 6:N Change of Contract TIm 5;,, 104 Schedule of Valucg...... ; ,.06, 1'4.1 Initially Acceptable .. ..... 2.8.29 Schedule of Shop Drawings and Samples pre Ifni inary......................... ...... ........2.6 Submissions ...:.... - ,,....... ...26, 2.8.2..9 Scope of Chariges , .,,;,. ...... ...10.3=10:.4 Shop Drawings _ .......................................: d 24-6.23 Subsurface Conditions 4.2.Ll SubstanlialCompletion-- .Shop Drawings-'- - eertife Lion of ........ 14;8-14.9 an&§4 niples,general.....................:...:...... 6.24,6:25 detrnition of 4 ........................:.................... a.38 Gliange ;Orders S ,Applications for Substitute Construction Methods or Procedure§ , ... 6:7 pavmentrand , ,. -. 9 7--9..9 'Substituics and "Or Fqual'lllems.. ...... .., ..... 6`.7 _ ,.,_, ... definition of..,... ...... „ . ....... :. l 35 CONTRACTORS Expense - ......:.. 6,7:1:3 ENGINEER's approval of „ ... FNGINEER's Evaluation ........ 6.7.3 ENGINEL'R's respdnsibility O`r-Equal°, .. 6.7.9.1 for review ...................................:9 7 624-6>28 Substitute' Construction Methods related Work ......... ................................ ..........;:6 28 --.eeviett procedures- - ...............,..... 2 fi G 24-6 28 Xiii' OCUC Gli.�tiRAL 6ONUITION519l O �8 (1990 EDITION) wi ciTY'OF:FORT COLLINS MODIFICATIONS RF'Y9799) 0 0 Article or Paragraph I Ntimber or Procedures;;.;;6.T2 ............................. ; Substitute lierns . . ...... ........... 67.1.2 'Subsurface and physical 6onditi6ni- to ..............-2.2 Draitinp or, in or relathg .... ... . 4 1 ,tNIGlNEER'i Rtiiew . .. .......... : ...... 4.2 - A 1. general ........ : ............ -:4 ............. d., .... : 4:2, Limited Reliance by CONTRACTOR" Authof izcd - ........... -- ........................ ..... 4.,2;2 Noll'CC'OC"D'i�ffCring,Subsurface. or . Pfiysicto qonditiofis: ..... ........ .......... :4.213 Physical Conditions...................... ............... 421!2 PossibV,Contract Doeumcn6'Cliimge :.,, .. . ...... 4.2.5 Possible Price andtimes . ........ 4J:6 Wcpor�s and 15'rawtags ...... .. .................. ........ 4. 1 2.1 Subsur Face and ..................... " ': ......... 41 ; ................ :�� , , - , Subsurface Conditions at the Site .................. 4.2:'1. 1 T&bfitcal'Data,,,,,,,,,,,,,,,,,, ............... .:1.2.2 Supervision- . I C ONT R:XCTOR's responsibility ------ :.-: ....... OWNER' shall not supervise ................................. 8.9 FNGTNFFR shall Aot'supervise , o . .................. 9.2,9,'13:2 Superin!endimqce:... ...................... .... 6.1 �§up�e-n�ritender.it,CbNTTRACTOks ..... 62 'Supplemerital costs -% ........ ....... ........ �.l 1. 4.5 4 suplem-ientary'Conditions-- definition.of .......... A..; ....... ....... ......... ...... �39 principal ........ ). lb, !,I's; f.4' 35.1, 5. 3; 5 4, 5:6-.5. -9, 5A-11,6:8, 6.13, 7A,8 11, 9.3, 940 Supplementing Contract Documenty ... ...... ... 3.6 Supplier -- definition of: .... ......... ;.: ...... ....... ).;40 piin6il5al references to ........... 3.1;:6.-5;6 8-611, 6.20, ...... .......... ... : ............ 6.24, 9.13,14.12 WRiVCT 6f Rjghts................ ......... :.� ....... §:l I :Suret} _- consent to final payment ........................ 14.12, 1.4.14 ENTGTNF*FR If, -as no dutjtq-, ........ 9.13- INqtifijcation of. ...................... 10:5 15:2 qualification of. - .: ..... .................... ................ ..5 -5.3 - Survival of �Obligations 34 Suspend :J3.10"15.1 :Suspension of Work and Termination CONTRACTOR May Stop I AToik or Terin inate . I ............ W"., .......... .................. r . OWNFR May Suspend Work ............. ................ 15.1 N-by Tirifiiriitic ..... 1 5i4= 1�5.4 Palm ent,by CONTRACT Oh ......... Tecfinic�ll bah'a-- !C'Is Limited Reliance by CONTRACTOR,,,,.... ....... ; 4 2*.2 Possible.Pric6 anein" . !— - d Tines Adjusme.., .... 1� -:"4.2:6 . Reports of Subsurface ' ;ur ' face * an - d Physical , Conditions;.:,., ....... xiv 0 . . . -remporaryconstru6tton facilitics 41 M10e or Paragr-Uph . U- be N an r Term 'inatiori- by,C091-RACI-OR, ...... :1 , 5.5' �cif ENGEE INR's'cifiployment....., .................... ..... 8.2 Su's'e,'Pns-i;oh'ofWdrk7iir general . . ................... . Terms, and Adjectives.,,.,;;3-4 tests and InsDectibrr's .h,crs .... ....... ;:13:2 sibilities, ... ........... 13 .5 g Work prior to... ............. ............ 13.6-113.7 ad Rejirlmion(or) ..... ...... ............. 115 .................... ........ R May"Sio'p Work-. -- - .......... . R's'independent testing . . . . . 13 A . . . . . . . . . . . . . . . . . .: I required by, Eklj N6 .k, ... 7, , 6............... ........ . 6 notice r,eydirctk... 13.4 request , ........ --- 13:8-119 Times-,- .. ........ ....... ....... ;A6 if Contract ............ ......... 12 Times'-derlinition, of,,;,. ........ -J�P ......... ........... .......... i: .... 0.17.2.2 .............................. - .................... ..... J2 -�!- w 16 ns" .a nd 12 . .......................................... darting the Work' .............. ............ .......... ....... ......... .... ...13, dcfinitianof ............................... Not shown or Indiented ... ; . ....... 4,12 jtrotcctnttr of ......... ....I............ ........ ..,4.3, 6.20 Shown or lndi0aIC.... 4:314 .........•... 1 . Uiat WI-8eM6'ik-- claims...... ...... I ........ ........... de firtition of ........... :,.. � ..... .................... 1:42 �generall .9,14A. 14.5 Unit Priccs-- general 11:3.1 D,eternrination,far ...... 11.11�11 ........ . .. - .... 9.10, Use of Premi'�s s ......... ; ....... : ............... 6.16, 6A8,A30.1.4 Utility owners. ...... §A3, 6.20,31-7:3, 13.2. L iaitioli, Par , iia'l . ................ )'.A; �J � * 8. e- 30.,�)AA4.10 Value of the Work ................................................. 11.3 Values. Schedule of, ... „ ........... ......... 2-6;-2;8-2.§, 14.1 wiaTy,oFFORT coi,i.rNsMODIRCAITONS(RFV9/99) Variations in Work--Minoi& Authorized ... ....... 6 27, 9.5 .Article or Nragraph Number Visits -to Site.,by ENGINEEK .............. ............. w ....... 9.2 Waiver of Claims --on Final Payment ....................... 14.15 kVaiver of Rjjli& by insured parties ................... 5.1 1;,6.11 Warranty and Guarantee, Gcneral--by CONTRACTOR ......... ................................ ... 0.30 Warranty qftitle, CONTRACTORS ....... ........... :143 Work— A66cssto ............... I ............................................ 13.2 byothers ............................................................... 7 Changes in the.; ................................................... 1.0 Continuing the _._ ....... ........ ...... .... 6.29 CONTRACTOR May Stop Work or Terminate.:.:....._....................................15.5 Coordination of................................................7.4 X Cost of the .......... : ...................................... . j 1A.1 1.5 definition of,.,,,,,,. ................... IA3 neglected by CONTRACTOR ................ : ........... 13.14 otherWork .............................................................7 OWNER May Stop Work . .......... ...................... 13.10 OWNER May Suspend Work ...................13.10, 15.) Related, Work in Site ..... i ................... .... :.. I ... M-73 Startingthe, ... ..... ............................... ........ ...... 2.4 y - CONTRACTOR ............................. Stepp I ing by j.5.5 OWNER ... ; ........ . ,y Stopping b - . ......... �; ........ 15� 1- 15.4 Variation and deviation authorized, nfinot... ........ 3.6 Work- Chan& Directive — claims pursuant to.............................................10.2 definition of............... ... .................................... .1.44 principal reverences to ......... 3-53" 101. 1- 10. 2 Written Amendment — de finition of ........................ ...... —; ................ —.1.45 principal references to ............... 1. 19, 15, 5. 1 0'A 5.12, .................... 6,8.2; 6. 19, 1 OA, 10.4, ....................... _ —.112, 12A, 13.112, 14.7: 2 Written Clarifications "and Interpretations,... ....................... ...... :3:6.3, 9.4. 9.111 Writt6n Notite Required— hy CONTRACTOR ................. ......... 7.1,:9.10-9.11, w ........ ................. 10.4. 11.2; 12:1 ................... by OWNER.,: ............... 9AO-9-11, 10.4, 11.2, 1304 XV LPCDC GENUtAL CONDMONS 1910,.s (1990 EDII-nwo w/ CITY MFORT COLLINS rIODMCA'nO\- (REV 9/99) 0 � I! 0 "i (Tfiis page Icft blank- intentionally) UCDC OLNERAL CONDITIOM 1910.8 (1990 EDITION) w/CITY OF FORT COLUNS MODIFICATIONS (REV 9/99) ;GENERAL CONDITIONS saline are more. specificallq'identifieil in the Agreemaiit, to`gethci.with "all .'Written. Amendments, Charge Orders, Work`,Chamre:Directives Field.Orders and ENGDMER's ARTICLE 1- DEELNITIONs Wherever used in ihese Gencral.Conditions or in the other 'Contract' Documents the following .terms have the mmtimgs indicated 'Which are applicable:;:to both - the. ;singular and plural thereof: 1,1: Ad&nda-Written'orgraphic instruments issued prior to the opening of Bids'.which clarify, correct, or change the Bidding; Requirements or the., Contract, Doauincnta - 1 Agrii6wht-''I'hc:written contract hctwcsn OWNER ,and CONT12ACfOR' covering the Wo' rk,to:be perrumied:: other.(,omract Documents are attachedto the Agreement ,and made a partthereof as provided therein. 13. ,Application fir kaviiwit—'nc6 form, accepted Iry. ENGINEER which is to he used by CONTRAUl"OR to requesting progress or final payments and which is to he :accompanied by such supporting 'dowmentminn:.as, is required by the Coniiact Documents. i.4. Asbesios--Anymaterial'thatcontainsmore'thanone. percentasbestos and is friable or is releasing ashestiis Gheis into the air above current fiction levels established by the United ,States Occupational Safety and Health Administration. 1.5. Bid -The oNror proposal of the bidder submitted. on the, prescribed form settitgfo -h the prices for the Work to he performed. 1.6.. Bidding Dricuihi nts-The" advertisement or invitation to'Bid instructions to bidders, tfie Bid form, and At proposed Contract' Documents:(including all Addenda issued prior to receipt of Bids). 1.7. Ridding. Requirements= -The advertisement .or invitation to Bid instructions to bidders, andthe,Bid form: I.S. Bonds-Perfomnance and Payment bonds and other instruments of security: Change Order' A ;'document recommended by INGL\9T,k which is' signed by CONITRACTOR and "OWNER and authorizes an addition, deletion or revision in the Work, cis an adjustment in.the Contract Price'or the Gontraci Times, issued onorafter the Effective Date;of the Agreement. 110.._ 'Cohirdd Docinieiil3—The Agreement, Milenda (which pertain .to, the tontract Document's), CON'1'RACTOR's Bid (including ; documentation accompanying the Bid and any post Bid doeiA ientation submitted prior to the Notice of Award) wheri'altached as an celiibit ito the Agreement, the. Notice to', Proceed, the.. Bonds. these General Conditions; the Supplementary Conditions;'the Specifcations.and the Drawings as the EJCoccieneRAt:coNbIMOi4s lvtoa0? bmiiani widry oi, rotiur `r co'tas nmtSu cAM'N-3 tom-' ♦t1066y 4.2.2 are not Contract Documents 1.11. Contract Price —The moneys payable by OINNER to COI\TTR.ACTOR,:for completion of the Work in Accordance with the'Contracl Documents ac`siaied,in the. Agreement (subject to the provisions of ragmph.l 1:9.1 in the ens.e. Unit Price'Work) 1.12. Cuntrdel Times —The numbers of days or the dstcs.ktatcd in 1hc,Agcemcot: (i)'to achieve Substantial Completion. ins (ii)to eomplete'the Mork -so that ii is ready .for. final payment as evidenced by FNGINEEIt's vvrnten recommendation of Cuial'payment in accordance with'pna9*pmfb 14.13: 1.11 CON'IRAC7UR-=1'he person, firm or:corporation with whom OWNER has cntered`into'the Agreement 1.15, Drvwirigs--The drawings which show.the scope; extent and character, oC the Work, tb be Curnishe'd and performed by CONTRACTOR and which have Item prepared or approved by ENGINEER tied are referred to in' the .Contract Documents: Shop .drawings are not Drawings as so defined., 1.16. E(Jaciii,e, Date of ;rhe Apvement The, date iodicidetl in the Agreement ors --which it becomes effective; buf'if no such date is indicaied'it means.ifie date on which the A'grzement is signed an clelii�reil by the 4ist of;the two parties t9 sign idndtleliver. 1.17. ENGINEER —The .person„ rum or corporation named as such'rn the Agreem Ant. 1.18. ENGIN ER's Cansidianl A person. :firm or corporation having'a contraLt with L'NGINEIIt to furriisli service's as,'ENGINCER's� "indepeiielent, professional tissociate orcansull<ant with respect to the Pmieet and,wlio is identified as such in the Supplementary Conditions 1.19. Field 'Order —A written: order issued by ENGINEER w} i h orders rniaor changes n the Wort:=in :i dantx ivitliparagraph 9.5:6iit which dices not involve a change in the Contract Price or Una Contnact Times. as 0 1 `20 General 2agr+iremehls Sect ens of Division l of SpeciFicii[ions: 121. Hazarrlotis.WrisIte—The term f4azardous.l>,raste shall lave the meaiurig provided in Section 1064`of;the-S61id Waste Disposal. Act ,(42 USC Section 69100 as irineridetl, Gomtime to lime:. 1.21a..La)va'.andReguIa.ions Lans'orRegulatibns--Any ;arid ull applicable laws, rules,: regulations, 'ordinances, ;codes aricl_.orders of any acid 'xll:govemmeutal .bodies,. agencies authorities and courts h iviiig junsil lion. 122.6. Legal 11blUms--shall be those'holidays observed bv,the Cimr-of Fort Collins. 1.23 Livi'--Liens, �cha.dgs, security, mteiesls ''ti_r encumbranccs'upon real property or personal prgpeny. 1.24. Milestone -'A principal event specified in ,thc Contract Documents relatin to an ittermediaie completion _date I..or time. prior to .Substantial Completion o"f,ell -the. t�tixk: 125. Nofice of ivaid-A written'noticc:by OWNER to .the apparent,sucaessful bidder stating that upon compliance by the appa'r'cnt successful bidder with die' conditions .prcccdcni;cnwncra[ed �thcFcin, within the timc.�spcciela OWNER will sign and deliver the Agreement. L26. Yon'ce, to, Pioceec-A written notice, given ;by OWNER to CONTRACTOR (with a'copy to;ENGiNEER) fi,dng' the date on which the Contract' times, toil] �'contmcrtccab'nur and on which'.CO\*TRACTOR_ ishall start to perform' �CONTRAGTOR:S obligations. under the. Contract Documents. 1.27. OTT VL•R The public body ;or authority, iorporaliort, ussoctaltart;, firm or- -:person 'with whom £ONTRACTOR has cntcn.d into; the Agrceiticitt and for whdrn the Work is to be providi 125. Partial Utilization —Use' ' by OWNER of a ,.substantially amtplcte&partpf the,Work for the purpose, for which it. is intended (or'a related purpose) pnorto. SubstanalCim liiplitionofiiII 6i:WA. 129: PCBs —Polychlorinated biphenyls. 130 Petroleum-. Petrolcuriiincluding crude, -oil jor any 'fraction thereof w•hich'is liquid at standard 'condition of. temperatureand pressure.'(60 degrees Fahrenheit and. 10pounds• per .square .inch absolute); `such es oil, peyoleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene .and oil�mised-with other nori-Ilaz:vdous Wastes`an`d crude oil! 1.31 • Prefect —The iota] coirsiniWon of which the. Work :to be provided under the C.ontractDocuments maybe the ivhole., or it part as indicated elsewhere vi:I e Contract Ducutnents. � 1.32:a. Rachoachve:Maiencil-Source, special nuclear; or hyproductmaterial as defined by the Atomic F.nergy.Aci of NICOC(H ,,L'cONO1TI6N5 l9,tOSd1 gnditim), w•i Cf1V OFt+ORTCOI,LI NS MOUIFICA'110NS (REV 4R000) fe 1954 (42 USC Section 2011 et seq)n6'mtiended from time to time. 1.32.b. Res'rdar H'oif,ineTlours--Reuular working hours .area defined its'. 7:00am to-&00prn" unless otherwise speoitied iii theGeneml Requiremeiitz 133 Resident P oj¢et'Representative-The, authorized representative of�fNGINLCR+who may be assigned to the site or; any pari thereof 1.34. Samples_Physical examples of materials; equipment, :or' workmanship that are representative of some' portion of the Work :and which establish the standards hywhich such portion of -the Work willbe Judged 1 i5! Shop- Din nings--AII drawings;- dtag'rams; illustrations schedules and other data or inforinkion which arc specifically prepared or assembled by or for CONTRACTOR;and.submitted by CONTRACTOR to dliistmte mine portion of thc'work. 1:36. Specificaiions—Those ,portions . of`the 'Contiect Iocuments consisting of V%Thicn-tcchnical descnptions,of materials, equipment, construction systems,.,si•indards and workmanship as ;nppIiM' to `thc Work': :and certain administrative details applicable thereto. 131. :Siibcontracior Aii'indididual, firm or corporation Having a direct contractw'it} CONTRAC,TOR'or with any nthcrSuhcontr fitor 4or,the rx'rforniancebf apart of the W(5rk'at the site; 1.39: Supplenivitat Conditions —The part of .tire Contract Documents which amends or,supplemenfs t} ese General Conditions. I A0. Supplier -A manufacturer fabricator, supplier; distr"butor, materialman'or vendor hivi ', . rec.'t centred frith CONTRACTOR or lvith any Subc:ontiactor to furnish materials cr c_cpmpment to be mcorpo"r'•ated m`the Work' byCONTRAGTOR or any'Subiiotdractor. pal •Undergrototd Fac+l+fies=A11 pipelines, conduits, duefs cpbles, wires,. msnholes;;vaultq tanks, tunnels,or other such'ficilities or attachments, arid.2n)'.enc'ascments containing such. facilities which have bcen installed unde%rounoaofurnish,any of the following services or materas: ';electricity, gases, steam,. hquid petroleum products,, telephone or, :other communications. cable. -television; sewage and drainage removal. traffic or other control systzms,oi water.. I AI thrit'Price;honk-Workto_he.paid'for_onthet)asis: of unit prices: L43 1Sfor3r--The ,entire >completed construction or, the, vanous'sepamtely ideniifiable parts thereof required to be fun shed under the Contract Documents Work includ 'iipd is the result of performing - furnshing.labor �arid -famishing and incorpo-rnung mate'riAk and equipment into, the construction, and performing or furnishirL services and. funushirg documents; all :ns`required by the Contract. t7ocumcnts. 1-44. lf-bik ('Iwnge Directive -A wrincn directiwc to one ons under tihich the Work 'is to be• as provided in .ptragmph4.2 or ;4,3 of to s under paragraph 6.23." A 'Work Change •ill not change the Contract Price or the Contract_ is evidence that tl c 'parties expccr that, the -ected or documented ty a •\Vork Changc will be incorpoiaiwd in a subsequently issued der fallowing negotiations ons by ilie parties as to its' iy; on the Contract price or Contract. Times as 7.45. Mitten Anendrrrent-A written amcndtcent of the, Contmet ,Documents, signed, by •OWNER :and, CONTRACTOR on;or after.the Eifective,Dwe of the .Agrecmcnt;and normally dealing' with the nonengince'ri'm :or rtontechnianl rather than .strictly construction -related t spects of thg Contract Documents. ARTICLE2-PRELIIIIINAR_ YMATTERS' DeGre.y _of Bonds When 'CONTRACTOR dealers" the executed Ageements,• Co OWNER, CONTRACTOR :shall also (dehver to -OWNER 'sich Bonds as_.CONTRACTOR may be required to furnish in accordance with paragraph 5.1. ,Copies gfDoeuments_• 12. OWNQt shall formsh to CONTRACTOR: up to ten "copies (unless othent•isz specified in the Supplementary Conditions) of the'Contract Documents as arereasonably necessary foi the execution of ihe,Work. Additional copies will be furnished, upon request, at the cost of reproduction. Conmrencegrenl ofContiaci?intes Notice toP oceed 2A The Contract Times will commence to run on the thirtieth day after the Effective Date""of the -Agreement or, lkC GE ERAL C611 I'66NS 19104 it990 Edtim), wtdTl'oFfoRTQow?L S MODIFICATIONS(RE V 412000) if a Notice to Proceed is gtwe t oitthe "day indicated in the Noticelio Proceed. A, otice.to:Proc'wd'may be given at any time within'thirty days after the Effective Date.of the Agreement _ in 'at t. -.n .. Times coriirnerH eria ti rt 1 of F3td�openmg-or;ttle thtrtietti•dey-e0er-tliz-13tleetrve•1)ete of-tiie=Agreement,-iwhic} ever -date -is earlier: Starting the Work 2A. CONTRACTOR shall; start to perform the Work on the date vihe•'n the ContructTi nes commence,to`n-m. but no. Work shall fie done'.atthe site 'Prior 'to the date.on which the'Caniract Times commence to run. liejnre .Starting Cairstructmn: rh part'' 'of the `Work; :study, and com_pare'the k and verify pertinent all applicable field shsll prornptly report in Ilict enar; ambiguity or FOR may .discover and ion or clarification from knew or 2.6: Within ten days after the Effective Date of the Agreement (unlecc othenvisc-,spccificd`;in the General Requirements),. 'CONTRACTOR shall submit to ENGINEER for review: 16.1. a preliminary. progress schedule indicating the times;(numbers oCdays or dates) for slarlin6 and compleung die various shies of the Wort., including any Mile stones a.pecitied in the Contract Docume.hts 2.62. aprelmimiry schedule of Shop:bm%vmg and Sample submittals "whichtroll list+'each required submittal and the_times fbt submitting, revieit•ing and precissing such"subritittal; 2.6.2.1 In no rise willa schedule be acceptable which allows less thiin'21 calendar days for each review byEngineec -1.6.3. A preliminary schedule of values for all of t AVark which'.will include quantities and prices of items aggregating the Contract Price turd will subdivide'the Work into comporiert orris in sufficient, detailto serve as the Bess for progress payments during conslnicAton- Such prices will include mn appropriate amount of ove ht-ad and profit applicable to each item of Work: 2:7. Before any, Work at the ,site is started; CONTRACTOR e4-6).w shall eaeh deliver ;to h'e ether,OWNTER, with copies to eased idantified-in-the=Supplementary-Genditiorts ENGINF..F:[Z 11 ;certificat6-,of irisuianee (and oflie'r,evidehce of,insurande; FeElSombly., FeA*wA requested by OWNER) which CONTRACTPRandOV�4_314 Fmffi mi�,til , I--,--. _,a y-ave'is mitlired 'to �p4ic_ se 'and maintain -in �amlldrdHficic 'with pragimphs 5.4,-5,6:tihd-_S1r7_ Precaiistructio-11 Conference.-., Iiiitiagi,Acceptah,la,4clteldaipv.- 0 �ARTICLE 3-- ' coMmAcr DOCUINIENTS: MENT, MIUNDINGiREUSE Intent 3*1. The Contract Documents I cc . mpns I e the entire agreemerit -between 'oXkqqL-R and *CONTRACTOR concerning the Work. The Contract Documents ,are cornplementary; what,is is'callod foi- by one is as Iiiiid"ing a� if . 'r -I I .., . - ;called for by' all. The Contract.Doednimts. will be construed in ic66idaricc4ith Ike -Iaw'oFthc_ placc�.of thc, `Project:. I ' 1-2. It'is4 the intent of the 'Contract Documents 'to U'/CiT-V6FFORT C61ilNSNIO'DiriCA'nO-N-'S(REV 4/200U) 0 3.3: Reference to,Ntandardv',and Npecifzeadohs of Teihnica'I Svcietie"s; Re'I 1� porting 'ant, dowing .mV 33.3. Except as otherwise specifically. stated in the Contract Documents or as may' be' providid by..anicridnient or supplement thereto issued by one of the YaWhixW indicated . in p I ani , gr . aph 3 the provisio , ns, or theContract, D&, d6nierits shall take precedence resolving -'any caffid. error, turbiguit ciree i d . 1 scr"ncy bxt%veen the provisionsof the�Contiact Documents and: 33.3.1. the=piovisiofts of any such standard, specification, manual, 66dc,6r instruction (%;;hEth6r ,or not specifically, by,iefelenMiiri the ts; ,Contract Docu�le�)or. • s. Can you please verify the Structural Concrete Class D (Wall) quantity? The riparian walls are under the Structure column and the landscape walls are under the Roadway column for Class D (Wall). When KDG Engineering back -checked quantities for the Cl. D (Wall) concrete, they noticed the quantity under the Roadway column is too high and the quantity under the Structure (bridge) column is too low. The Concrete CL. D (Wall) under the Roadway column should have been 10 CY, not the 25 CY shown. The Concrete CL. D (Wall) under the Structure column should have been 62 CY, not the 57 CY shown. Therefore, the total Concrete CL. D (Wall) should be 72 CY instead of 82 CY. We had 10 CY for the landscape (L-shape) wall. It falls under Conc. CL D (Wall) under the Roadway column. 10. KDG Engineering also verified the Concrete Class D (Box) and it calculated that the plan quantity should be 333 CY, not the 327 CY shown. The bid tab reflects this additional 6 CY of Structural Concrete Class D (Box). • �. Can you make an electronic version (excel) of the bid tabs available to the contractors for bidding? 10, The City will provide an Excel format bid tab for bidders available on the Purchasing website. 12. What are the R-value specifications for embankment? The specified R-value for all embankment is a minimum of 30. Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 8 of 36 33.3? the OmisiMs of any such L''6*s .or ,Regulaiioris: applicable to the;perforniance of the Work '(unless such an _ interpretation of the. provisions cf the Contract Documents would result: m violation of sudiLaw 6f Regulation). 3.53. :a 'lyork Change Directive .(pursuant to 0 paragnaph 10.1). 3:6. In addition the requirements .of. the Contract Dxuments may be supplemented, and minur variations end ce iatirirts m the Work may, he autiliori?ed, ii one'or more of the following ways: 3.6.1. A Field Order (pursuant to paragraph9.5), 3 6:2 12TGINTEER's,approaal of a Shop Drawing,or Sample (pursiratii to para�aphs 6.M and 6 21). or 3.63. ENGWEER's written interpretation or clarification (pum. ant to paragraph 9 4). Reuse ofDocunients 3.1. CONTRACTOR, and any Subcontractor or, Supplier or other, persor'or5organimtion per6rmin$ or farnlshin ,any -of lthe* Workunder a direct or indirect oontiaci with 011�NER (i)'ztiall not-fisvepi acquire any title to or ownership rights iii any ;of the Drawings; Specifications or other documerits '(or. copies: of any thereof) prepared by or hearing the scal of ENGINEER `or FNGIATF,F.R's.Corisulant.rind fill shall not reuse anv'of written consent of OWNIE R 5n written verification or adaptatio 3.4 W}ieneverinthe'ContmetDocuments the terms ','as ARTICLE4—AVAILABILITY OF LANDS; ordered "as directed""as required", as allow6d ; "as. SIJBSURFACF ,AND. PHYSICAL. CONDITIONS, approved', or:icrms of like etTect'or import arc -used or the REFERENCE POINTS 1l raitabrtity, ojl:8irls n in or 5uthority to supervise or direct -the ante -of the, Work. qt any duty or ke responsibility contrary to .,the ;h 9:13 or any. other prow' islon of the Amen&gg and &pplemenling Conpvcl Documents 3 5., The Contract Documents may be: amended to provide for,additions,'deletrons and revisions in the work or to modify, the terms and conditions' thereof in one or more of the followutgways: 3.5.1. a formal Written Amendment, 15.21 a Change -O der:(p6isuanl to paragraph 10.4). .or EJCDC OEt:h'RAL CONUITiONb 19105 (1990 E�tim) vary of FORT COI.0 NS hIODa7CAMNS (RL V 4rlDea) '5 F-11 L i 0 0 CONTRACTOR shall:provide for all:add uotial lands a d, accesd thereto that may be. required `for temporary construction Cecilities .or storage of ^materials' ,and .equipment: . 4Z. Stibsyrface'mrdPhysicalCondltions 4.2.1, Reports and Draudhgs . Reference is mode to the Supplementary Conditions for ideniifraition oL• 42.1-1.. SabsTmface Conditions: Those reports ,, 6plorations and tests of subsurface condiiioias at or contigiious;to,ihe sne'.that have heart utiliisd:b}r ENGINEER.n preparing' the. Contract. Documents: and 4.2.1.2. PI7p!e&l;Conihhoris, 't hose dra% i lg Qf physical conditions in or relating to'existing'surfacc or'subsurface structures at_or.conliguous ttr,thc site: (except: Underground Facilities) that have hccn; utdiied by ENGINEER in preparm_ the',,ontiacl :Documents. 42;2:1. the-6ampletertess of such:rcports,;and drawings for :CONTRACTOR's ,purposes, including,, but: not limited to, any aspects of the means, methods; tee iqucs, sequences and procedures of construction to beemployed liy CONTRACTOR,- and safety precautions, and programs incident then o,'o"r 4 2 2:2. other :data,' interpretations, opinions andmfonnaticn contamed'in'such reports or shoivn cr indicawd in such drawings; or 4223. any ;CONTRACTOR interpretation of or conclusion dawn from any;"technical,data"'fir :im,' such .data, ntePpretahyns; opinions. (ur ifLimation. 4.2.3 Aofice: of Differing Subsurface 'or Plpsicol, Condition: If. CONTRACTOR believes 'that. any 'subsurfa6e or physical -condition atoi contiguous tq;;the'site- thei a uncovered orrivealed either, - 42:3.1. is of such a rature'as to establish that any "technical dataon ivhich'CONTRACrOR.is, entitled to rely as provided in paragraphs'"42:1 ;and 4.2i2:is materially inaccurate. or ..... 42.32. is of such a nature as,Flo require a change in the Contract Downcnts, or ,4.i33. differs materially from-thatshown --or F l)U G6"NhR ()Nbf 66191" i1990,Editicin _ w! CITY OF FORT COLLINS MODIFICADONS (RrV 42000) indicated in the Contract Documents, or 42:3.4. is of an unusual nature. and differs .materially from conditions ordinarily encountered :creel rierally recogwhi ed as nherent m work pf the character provided far' in the Contract Documents}their 4,24. EArGIAWER's Review: ENGINEER .will promptly,rcvicw the pertinent conditions; determine the neces1.sitg of OWNHRs obtaining addittorial esploratton'or tests with respect thereto and advise _ , , m wining (with 'a copy, to, CONTRACTOR) of ENGlNEER's findings and conclusions. ` 4.2:5. Possible Contract Docionentr Change: if ENGINEER concludes that;a change in the Contract Daeumerrts is required as a result of i condit on that meets one, or more of thc,categohi s,'in paragraph 4.2 3, a Work Change=Directive ors a Change,Order twill lie isoed as provided m Article (4 to rifler( and .document the conscqucnccs of such change. 42.6. Possible Price'and 'I)nrer 4c§uspneMs: 'Air cgirimblc adlustmeni in, tlic Contract: Prico or in ;the Contract Times, or,both will be allowed to the extent that the 'Ostet cc of "such uncovered or; revealed condition causel in c crease,o decease in CONTRACTOR's cost of, or lime nyuued Cur perCorinan e o� the Noel ,subject; however; to'the following; A'L&1: su1.ch condition mustineetany tme,or more of" the; ciitegories described in paragraphs 4:2 3 1, through 4 2 3,4,,ipchitive 4 0 6.2., a change,in the Contiac4,_Documents pursuant_ to paragaph_.4.2.5 :twill not tbe art automatic 'authoncition of nor a condition prep dcrt,i entitlement to any such aditi ment, 42.6.3. with respect to Work that is'paid Cor on a Um1-Price Basis, any adjusimcni m Contract Price will be subject' to the provisions or paragraphs 9.1 b and I I A and 0 6 4 'CONTRACTOR shall not be entitled to an, v'adjustment.tn the'Contrfct;Price or Times 4.2.6:4.1. CONTRACTOR knew of h'e a tistence of such conditions, it the time CONTRACTOR ;made a final commitment io OWNER in respect ;of ConinidNce,and Contract Times by=the submissio t of a .bid or becoming bound, under a negotiated contract; or' 4.2:6A2. the existence .of Stich, condition could rra'sonably hat;e been discovered or revealed a5 a result of any exammalion, investigation„ C.v oration, - test or study 'of the site , and contiguous areas_: - required by the Bidding Requirements or;Contract Dobuoicnts t6 6e, 4.2.6:4.3. CONTRACTOR tailed tot give the _written notice R ifhin'the time' hind as required by paraeraph 4.2:3. If WNIER and CONTRACTOR<are -unable to agrec:on entitlement to or as to the amount or length of'any such. fegmtable''adjustment in -the jContract Price 'or .Contract Times, a_clmm may :be: made therefor as prgvided•in- Articles IF,and 12:'Houicvcr,.MVER, ENGINFFR and ENGINEER'S Consoltants_,shill not :he liable to CONTRACTOR for any. claims,`cosK losses or'damages, susiamcdaiv CONTRAACTOR do or in connection vcith'any 4.3. Phi'sicnl Conditions-fnderground Facilities 4:3.Y. 'Shorn orh0cated:: The information and data. Shown of indicated in the''Cruitinct Documents with respect to e.\istutg Underground Facilities at or eor bguous to the site is based on information and data furnished to OWNN or ENGINEER by the owners of such Underground Facilities or by others. Unless it is' otherwise c�pressly provided in' the.'Supplementary Condiiioris: 4.3.1.1. OWNER'and ENG114M shall not be responsible for the accuracy or completeness of any such*information or data; and 4,3'1:2. 'The cast of all -of the following will be included in the Corrtrtet Price and CONTRACTOR shall have,fillrzs insibiliiy-;for,(i).review inganil checking all such information and data; (ii) locating with the owners: of such ;Underground. Cat during construction, arid. (iv) the safety protection of'all _.such* Underground Facilit provided in 'paragrsph6.20 and repairu" damage thereto resultu g from the Work. 4.3.2.. No! Sholiiror Ine iv tedr If an Underg I acility is uncovered or reve led at or cbnligui the site wh ch was not -shown or indicat xl i Contract Documents, CONTPAC1.OR-shall.-pre m—Midiatel 'alter becoming awAre thercof.'mid' further disturbitg conditions aliected Iherel l crfonuing any Mork in connection thcrcivith;`(i in an, emergency.. as :required by paragraph identify.the owner of -.such Underground Facilii EICDC GEt:EtiAL COMJITIONS 19t0-8 (1990 Edition) a1 QTY OF FORT COLU M MOD1F1CAMNS tRISV 42000) Reference Mids• 4.4. OWNTER shall provide crgirceriig,.survcJs to establish reference points Tot construction 'which in ENGINEERs it Igmem are necessary to enable CONTRACTOR. to proceed 'wiih the :Work. CONTRACTOR shall be responsible for -laying out the Work, shall Protect, and preserve the. established reference poins and shall makc'no'cha,nges;or relocauotisIWA116ut the prior written approval of OWNER: CONTRACTOR shall report to'.ENGINEERwhenever,any,reference'point is lost or destroyed or' requires relocation because of necessary changes: in grades or locations;'and shill tic responsible for ,the''accurate replacemeni:or relocmion:of 'such reference , points by professionally qualified personnel. 4.5. 'Ubeslos;,PC13s,-PAb Ieunr; llaii dous• IYpste or Radioadhi Al rieritir 7 i 10 4.5.5. The refit.a:' r _.-r, i�•��dt".o '1H�8EdCiFl.4-�96k'rOF=Ttadi60Ctit4�-i4iatdHU1-tirlfiE71'�42d: or revented in shesi e: s. tiJCD'C66JR.4L'CONDfIlbl,51910-8(19')OBdiiiuU.,__ wICit- 0}1"ORTCOI.LINSNiOl)lrlCATIONS(REV4r1000) 0 ARTICLE 5-,BONDS AND INSURANCE Perjoimm�ce, Puviitertt oast Otfi@rBoaiti: UK Shall.also tumtsh such .other Bonds as 9 the Supplcmdntary Conditions All lionds form presc:nlied liy the Contract Documents +ided otherwisc'by laws or Regulations and uted'by such sureties as;are,named in the of "Companies: Holdinngg Certificates' of 4ccepteble Sureties oriFederalRonds and,as teiiisilnng Coin�lames aspuhltshed, in (ariicnded) by thc','Audit Staff, Bureau "of Firanmal' 'Opemtions; us'l*reasury All 'Bonds signed .by%an agent must be by a cer[ificd copyoftsuch agent's authority 5.2: If the ;surety on tiny Bond, faintshed by CONTRACTOR is declared a -bankrupt or hecom insolvent or its right to do business is terminated in any state wherc an} part, of the project is located'or It ccasc3 to" meet the requ¢emenis of pamgmph 5.1, CONTRACTOR skill ivi4n ten days.thcreafter substitute another Bond and surety, both of which must bz acceptable to OWNER: 5.3. 1 {ceased Sureties: and Insurers; ;Coificutes.bf Insuinnee: . CONTRACTOR's Liability Insurance:. of or- rk and CONTRACTOR's , other 3ntracl Documents; >vheiher it is,to ush'etl: by CONTRACTOR, 'any slier; or by anyone. directly .or any, of them to pzr(orm or'.funii-sh anyone for tvhose acts anv of them may be liable: - - 5.4 1.-claims under workers comptnsatioit,,disabihty .benefits and other similar employee benefit acts; 5.4.2, claims for, damages beeausc of hndil) injury, occupational sickness or 'disease or death of CONTRACT OR's eniployeis, 5.4.3. claims for damages. because of'hndily injury; sickness I - I OF I . case, or death of any. person other than CONTRACTOR's employees; 5:4A-616ints-for-damages-insured-by=_custoinary t indirect£l}-resat:-ie-ilia-empleyrtazat-of-sueh-person-kiy ..... ern ""� etFizrfeas0i 5 4'5, -claims for damages, othei than to the :Work itself: Because of injury to or destruction of iangime properi3•' wherever located, including loss of use: resulting therefrom -,-aid 5 4.6. claims for damagcs.because of bodily injury or &ath_ofa.n person.or property dam age'arsma out of the ownership, maintenance or user of any motor Vehicle: The policies of msurance;so required by this pam'graph 5A .to be purc}iased and maintained shall:- 5.4.5, include the specific coverages and, be.written. For not less than the Im its of liability prot•i red in the Supplementary Coiiditi rs.or required by.Laws^br Regulations whichtcvcrisgreat& 5:4.9: include completed opemtions in,sumnce; EICDCGEt:EILAL CONI)IT10h51910-5 (1990 Emlim). , wl CITY OF FORT COLLINS h106HICATIO 4S ft-V 42000) 5.4.10. include 'contractual liability, insurance covering .CO,NTRACTOR's indemnity obligations under paragraphs 612 6.16 and 6.31,throuyh 6.33; 5.4.12. remain m eff6;A at least until fimtl payinent and at all times thereafter when CON'f RA(. I OR:nia}}• be correcline. removing or.replecing ikfec(rce SVork inaccordanccadith paragraph III 2;rand 0WA7ER1s.Liabi1iry Insurance: 5.5: In addition to insurance required.to be provided by CONTRACTOR under paragraph5.4„•OWNER, at OWNERS option,. may purchase andmt . maain- at 0WNER's esperist,OWNI R's own.liabilityirlsurence as will protect OWNER against claims whichmay arise Gom op'crations under the Contract Documcni- Property lnsuv ee: 5:6.—Unless-othartvise-provided-irt the-Suppkmamnry Conditions'-'- r ' se-4twmaintain Of- the fu�h-rep3a zment=-iheiaot sulr}ect-to-stic}i cledu�i�ble—amnirnK rermay—tia—proti�kel—"vl=thy Supplementary-CorcLuons-o-rzquirztl-by4HXV1srand [2egulnriotts).-Tfts=utsttratxa•slyill- 5:61=include--the'interests-of OWNER; 2ritriles identified m-t}w Supplementary Gundttions; each-o4wFiuri =is dezme l to havcwri•ir curable erest and ah dl•lks t stzd as art-ii s tract a ndilitional insured'; 5:6b--be-written-on-a-Buildes-Risk=all-risk'.=.or iientagz fe ffte'N4?!1-ten? iernr} lintld ngs 4aikewerk etitk\4'ork-ta-kwrtstFond-shall-insure-egetrtsfet-;east the—follew-ing—peEiLs=fire-IlghL a:,o—^�:�xmed M Ll 0 5-.63=include—cxperiws - —iiicurnzd—in--4he—repair—br rppidoenieiit-of-on)�:fiisured-pioperty.(.incl6dir,g-but-tiol, in f�e..' And EheFW�4 q " c I A to -in -writing -by- ' 1�--EWGOIRW,end .... ........ L T Ut .. ............. ..... . . ... -5'9. OW ER shrill not b,-,resjxmsible.fbr purufmsii and mam'-laininL any propeqy insurance i6% pi&cct ;d t �Iie es I'&I I I -Rd 5F AS 5 6 F 54 G)jN%R Ch E JCD CO hNE R AUC ONDI nO M I 91",(i9Mdtivn) 10 R'/Cil-ibFl--OR'TCOLL'INS'NIOI)U;'ICA*nO'N-'S('RL'V4/2000) 0 M4.4. In addi bp.A�R I.Amiv�All f*N HNGWE_W.R_ 'Ell—R.—H-6 th )DffiqarS,-4FeOt" 6i thtm,—for orsr - ploy�as 5.1 of-use-or-(xheF.-c6rlsequimi1-4m-e.,,Ae ing beyond-liFect—physim whether- rir"_ni:tt-ingired-by-OWNB" Flu OF censNoeniiM lass the insurers recoverdi),�agnuist-tirw-bf-GONT-RAC-T-R� lbocnlrac�O�; INTGRTMR, I-NGNI—dRis imestaFz. efnp' of them 5:12 Any insured lois 'under the policies - oU iniiurance ,required by paragraphs 5.6 and 5.7- will be adjusted with OWNER and madc'payable to OWNTOZ as fiduciary, for. the insureds} as their jritercsts'-may'dp'pejar.. subject to the I requirements'I of. any :applicable morikage clause and of pdnteiiiph 5.13. 'DWRER -shill deposit In 'a' separate :account any, ra , one - )-,., so received, and shRII distribute it in accordancF�wiih such atumment,its thc:pariics in interest may reach. if no other special agreement is'reached the ldaniaeM Work shall be r(:T)'a'iicd or replaced, the M-oncys SO Acdepyan& bfBondv and himmice; Ofifian to'R41aie.'. PaTtial,Utilizafidn=P)-opijlj:-Itishr ce. 5.15. 'if OWNER finds ,itlnecessary towccupy or use.a portion or portions of the Work- prior to Substantial bco dErhk� c6NIDITIO-Ms I �110-8 , (19 Ed , timi 1. 11 1 vciy�dr i--6k�T c I oLtir�smobnkkncims ft-'-V4rIO'00) tiq-,IheWork. such use -orbcebpaficy;'iray , h6d in acc idari6ei with' p'aragaph 14.1 0, no such use oroccupancy.slmll commence ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES 62. CONTRACTOR shall kM on the Work atall, I , 6fiies during its: progress 2 competent rest enL 6ndent, who shall nbt-lie without written 'to;notice 6Mand -M-4GfNEF& 6ccept under c,-tfdordiri,,ify'cii uinstqi-ices. The iup-crinten'derdwill be CONTRACTOR'S re , prese n tattv e at the -site and,shall have auihprit%to • act on behalf of! CONTRACTOR. All oomnlumctttiohs,to the'slupetiritendent "ll be as binding ,as if given toCONTTRACTOR-- Labor, Alaferiag- and E4uipmnt: 0 �6,4.,u rill ss*,is ,CotNher specified he, General , q r P nPim . r, . Re enc, 0 TRACTOR ll� liand assume full re s it for all materials, equipment; labor. po y trans,p,o'itati,SF„ construction equipment and. mac h_ nqy, 1961sappiadcm fuel. po�cr:lght, heat, telephoh, vatff- .samary f4c-flities, tem rary, Ancl Ities, am allother 6&litics and imidentiv necessary for 'the._ , fain ishing" .Perfoniarwe;jestm.v: strin-up grid completion of the Work-. 6.4.1. Purthssma Restrictions: CONTRACTOR rnusuciiffiply*%vith the'City's puichisingg r6strietiors__ A cbpv of the resolutions are -available for'review in'the" offices of the Puirchasinrz: andRisk 'Management Division or the City,Clerks office 6A.1 'Cement Restrictions: City of Fort Collins Resolution 91-121 re(ldires1hirt suppliers and producers .of b6ment or products C certify 2dmts containing'cem huto-certi the cement was not made in cement1ilris that -bum ha7ardoL% wasic as a fuel materials acid ,iqipmm.t.Ahall bc of go new, except as, othermse provided in , i xurnents. All warranties and ..."'aranti man Lity of mateiials and equipmem; All I :Progress Schedule: 6.6. CONTRACTOR shall ;adhere to the progress :scI)edule'C-st,qbhshedin-',,'icc-6i��ce.i�ithEiir�grap�h2.9asit, �maybeadfjusted from time'46 time aspr6vi&d bel6ut:. 6.6.1. CONTRACTOR slioll -submit -to-L7NCjh\TER lcr acceptance (io the; extent rindicated -in paftraoh'29)'prop6scd idjwments in'lhe--pio-gress, schedWc:th1vu'I1l not change'the Contract Times (or zlilest , o , n6). Such iidjvstrneiits will coinfor'ni'genenilly' to e pro ' schedule in effect and idditicirally tfi' gress schedu 6 n iviI17 comply with any provisions of the Geneial Requireffients applicable theieta' 6.6-2.. Proposed adjustments in the prbgr= schedule .that'wijl C6ji& the Contract Times (WH16stones) shall be submitted in accordImce Nvith the requiremenw .of paragraph 12.1. §uch'iuli" oiily :�b-_ made,by a -Change Order orAVTttcenn=e'yndment in id6cidancewithArficle'12. 6.7. Subifituiesairid "Or.EOzil" 116ns: 6.7.1.. Arhenever an item of material or.equipment is S . p I Ccifed or described in the Comriid'Documents ly using the name ?f,a proprietary item or the name`of a i i - jmrticular,Suppficr,' the.specification 'ri'r description is intended to establish the type. function a'nd.qmht'y required- Unless the specification, or descripiion FJCD CG64mRA 'CONDi'fi&MI916�0�90ECfitio6I 12 jq Cji-j6i,',�ORT COLLINS MODIFICATIO-N3 (K-L-V412000) 17J contains or is f i ':woedsreadirg that no like: equivalent or "or equal" item (wro,substitution.is permitted, other items of,material or equipment or material _017.XqUipment. of -other',- Suppliers -ma)",* be accepted . IV ENG]TEER',tlrider the 'Hluwmg circumstances, by ,Are .resulting all of which: will -be G v INTEER in civalu,aim'-_ the proposed substitute.. ENGINEER may require. CONTRACTOR to furnish additional data about, _Ihe'pr'ypbs.ed substitute' 6.7:1.3. WNTRACTOR'i Exense: A] I data to be provided,by CONTRACTOR in s�pport;of any proposed "or -equal" or substitute item will be,in CONTRACTOR's cepcnsc. 63:2. Substilute Cciiiiiniction Medw& or Procedures: If a rfic, cimeam, method,'' technique, sequence or procedure of construction is shown .or indicated in and expressly required by the Contract lNic'unicints, qb,\1TRAC1-bR'rndy furnisfi o6r.utiliir.a allow' HNGIl\rF K. in ENG INFFWs: sole discretion,.to detemrine4mt,the substitute pr6posed is,equivaleiit-46 thiit'- gsl� called f6i b� the CoAtrinict Do'' z I that -expressly 1 .1. 1 . cifniefim The irocedure -2for revic% . v by ENGINEER will :be. similar to 6ift provided in subparaggraph 6.7.1 i1 6.7.1 Fnzineei's.'Evaluatim, FNGRTFF.R will be I ' : or •sulainiftal madepuh_nt to ,1.2 and 6.7.2. ENGINEER Will be the Ix 64. 6.8. C6nccrning Subcontractors,. 'Suppliers: and Zih_ers: FJCDCGEk9kAjL C0161116NS 1910 8 O�Ecfition) . I .. I., , - wcir� 6r F&T COLLINS NIODIFICATIONS(td':V �12600) CONTRACTOR . shall Iieifioiftn not hiss Wit - 20 percent of the Work with its own fd&es' (that is' without subcontracting). The 20 percent requirement shall be understood to refer Wthe Work'the value:of which totals'not less &am20 RLicent of the Contract Price. 13 Ell 0 • 6.9.2! CONTRACTOR shall b6 solely, responsible, Per"Uts.., for schieddlina .and coordinstina the Work of 0 0 or R G E u6ine with the ENGINEER throu . I - I I - z .9h 6.10.a The ilivtsrons ar l secuonti of the Speeifi6iitions'iind t}ie identifications of R'niy^ Dr M*kii&q -I" "'I[ not .control !CONTRACTOR , in dividing the; Work ;amongSlubcontrnctors or Suppliers or ' delineating the %york'to be performed bv'any I P&efil Feis iind R6,iiUies�: 14 1910-8 69()Edflm) W/ CIT-i 6F Fdki 06LLIN'S'MODIFICATIONS 4thV 412000) w6w, and Owi\TP. shiii PG,Y All chiirges or such utility owners for .capital Lost.5frehitLd.. thereto- such,Hs plant inveirment'i0s, 6,14. Li ws mid Rijulafions: 6:1'�, 1cbIVrRhufbk shall give;all notices, and comely with MI Laws,and Regulations applimW,to pertorniariee' of the Work : E.�cepi �otherwise e.\press y required try applicable_ ['aws irid Rcgulati&4' neither OWNER nor' FNG.lNRHR. shall be. responsilife '.for monitoring CCINTRACTOR'scofiipliancc with any Laws or Regulatiom Tax", 6.15i CONTRACTOA:shall'pa '�all sal ,y es, consumer, use.. and other similar taxes :requireded paid - by, .,quir �to be CONTRACTOR' in aiccoidance' with otfie be .and ReguLkions of-'thc plaoii of the Pircj&t ,which are applicable during the per6iniaime'o'f the'lVoik-, 6.15:1. OWNER is ex6aiot fiioni=Colorado.Statc and local ,,,,ales, and use taxes 'on materials t9 b pernian �entl ing. , incorporated into t x _prqjcct. Said i�ia H not be iincluded j�n the Contriici_Pr_,cI_ Addre.is.' :Colorado Department of Revenue State Capital Annex EXHIBIT 3 - SOILS REPORT YAYeh and Associates, Inc. Consulting Engineers & Scientists GEOTECHNICAL ENGINEERING REPORT PROSPECT BRIDGE FORT COLLINS, COLORADO PROJECT NO. 211-224 July 29, 2013 Prepared For: KDG Engineering, LLC. 3500 South Wadsworth Boulevard, Suite 400 Lakewood, Colorado 80235 Attn: Mr. Stan Kobayashi, P.E. Prepared By: Yeh and Associates, Inc. 5700 East Evans Avenue Denver, Colorado 80222 Phone: 303-781-9590 Fax: 303-781-9583 • • D Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 9 of 36 1375 Sherman Street Derider Colorado, 80261 Sales am .Use Taxes for the State! of Colorado -Rei1ional'TrArnpicatation Distri&t.(RTL)),afid certain Colonada <6mantics are oollect6d by the State of Colorado and areincluded in the Certification of Exemption. All apphcu . ble Sales and Use Taxes (including State collected Lmqs), on any: items other than construction' and buildifi� materials physically incorporated into the be mId0 :cqWrRAGfOR and Are to ar�,L appropriate bid items. —c in �ai= h" Use 'qf M-enlisq.s:l 6_16. CONI'PAc.-rok. shall confine. construction .equipment the storage of inniefials and etluipment and the; o ' * of ratrl workers to the site and land and areas e., mir and ixonitted by the'Cojiirmct Doc6nients.and. mably encunib6r the premises with construction nent or 'other materials or c , quipment. TACT61k shall assume full responsibility for any is to . any such land of 'Area or to the 'owner 'or -of or any, adjacent'itind oi ea-6fis, resulting int theic ofIt I e performance of the Work 'Should any clatni be by such owner or occupant because of the iiance ofthe-Wok CONTRACTOR shall promptly with such other party by, ricgotiaitihri' or oth&wisc dip-9 OfAt taw: -W,\rrR*.AcT,OR shall, to thc1ullest permitted by Laws and Rcgulaii6ns, indemnify And, harmless O"WEIR, ENGINEER, EIMBIMER's ItAnt'and anybrud directly or indirectly employed by r ' ' ' 15�fii:hr�d against all clat them ims,-costs, losses"'In'd IeR , arisinq •out oror resulting fircm','anv claim ,or 'indemnified hereunder to the ex! upon COM-RACTOles perfor mar ,61-7. During the prctgre-ssoftht 'stain keep 'the, piemipas free from materials, rubbish :and other do Work. At the completion of the and, to 6.1-8: CONTRACTOR shall not load nor permit any part of, any, : struct ' are to be loaded in at*, manner that will structure, n6i,shRH ;CONTRACTOR gbbj6c( ;=the � of ilcWork or adiiiicent property ropertY, tu, siaressesor pressures that 'will co6riger'it. Recard Ijacumen1s., EJCDC6ENEkALCON bIT16t619104 (1090 Edtim) 6.19. CONTRACTOR shall inaintain in ' 6 safalplace:at 49 the site one recordcdpvI. g Spe'of *ill Dniwin i*s, Speer --ier r" " lutiom Addenda; 'Alritten-Amendruents. Chaagi:'Oiden� Weil: Change Directives . Field "Orders and written interpretations'' Gild clarificaiions' (iAlued"pursuarit"to .1 -M - rder - paiigirph9in"& ' o-and annotated to`shokv 611 �hi,V - land, durimg, eorntru , et , i6 , al' These , record documents together with all Approved :Smnples:-mrd ..A counterpart of all «approved Shop Drawings will be availubleto ENGINEER for ref&' occ. Upon' compI I etion of the Work.'And priorto these record documents,. Samples 'ifid'Shop Druwaruis will'be delivei:M to FNGINEM farDWNER. Safety and Prarecdon: 6.20. CONTRACTOR shall be, responsible for ihittisflngl riiaintaining, and- sup - ervising all safetys l pvccautionand programs in.ccinnecti6a with the WorK. COYFRAcrCR shall take all necessary precautions, fbr the safety of mrd shallpi6vidc'thcIn'ec'e.=ry , prot.e . ction. to prevent damage,;injury.or lossto: 6.20.1. all persons on the Work site or,who may be affected by th67 Wort;; 420.2. �all thn'W6rk and materials And equipment to be incorporated therein, wheth'er tin"stiba ge on or off the site; and 6.20.3—other property.ift the site or adjacent thereto, including tre csl ., shrubs; lawns, walks; pavements,. And Und&rgJrouiid Fricilifies not, designated for removal, relocation or replacement in the course' of construction. ' 15 0 notice 'to, .ONVNER and CONTRACTOR in accordance with paragraph 14i I i'diiii ifie Work is accook1116le (except -a's otherwise_ `expressly. .provided inconnection ;with +.Substan.iiail Completion),I A21. ;SafetyHepresentatlrer CONTRACTOR shall' iJesigrmte, a qualified and esperienced,safety replesentative;iii tho'gite:whose duties and res p6risi6dities shtill be the oreveitti6n oraoQents an maintaining "and supervising Iof ,safety p-re'ca'utini ancI ,programs. -Ha zam Comniunicaaon Programs: '622. CONTRACTOR shall be responsible. for ' — ' i "ke of tratcriii] safety data shcetsu'r courA=ttagany"chitn 'othcr, haiird_ 60-111mimication, i4dininat'inn r'cqrfircd,_to-hc' -made :availablc- to or exchanged between or among.. 'employers at_ the site in accbrdimcc with Uws or' E17iff9e'n,ciec.- 6.24. Shop, Drawings andSanyiies: shall submit Land Witirov NLMI to reVIeW the purposes required by 6.24.2.;CONTRACTOR shall alski.siabmit Samples to ENGINEER for review and approva'fi 'accoidance ,With said accepted schedule or; Shop Drawings, and. Sample submittals. Each Sample' will'.bc�lideraified clearly a , s Ju or a t crial Sup - pher, pertinent data , such as cataiog,fi - hors and the'�' r which iiitcn&d'a& as &31�E may require to enable to .review v ENGINEER the submittal for they Witted, E JCD Crj6tF.AIConft�m 191 16 1 � - . .'"M (199064) w/CI purposes requ ired by! 0 Iniaph 6.20; The numbers or imt0le to be submitted will.be-as*Vecifiod in the�Specifications. 6.25� Subminal Procedures: 6.2m. Eicf6rc. submitting each Shop Driw'Irg" or Sairiple, CO NTRACTORdmll have tietermined and verifiedi 6.25,11. 'HII field -measurements, mitimiti6s. dimensions, j s1) . c I cifted 'performance 'criteria, . I I in.qallation requirements;, -materials, catal6g numbers. -and similar information with respect thereto, 6.25.1.2., all inatchals-with respect to intended use, fabrication, Shii-Pingi handlingstorage, . assembly ation 'pertaining to; 'the performance of the -Worl;,!iind 6.25:13. ':all information relative. to n cbN,TlZAC`f0R's sole,respofimbilitics; of means methods, techniques,sequences; ene. and procedures of construction and saifety.prccautions and programs mcij, Othercio., on CONTRACTOR -,shall also •Mvc -reviewed -and coordinated each Shop Drawing or I Sample: with 6fhii Shop Drawing's and Sampl6s and 'with .the requirements W. the Wei* ' and the 'Contriici fi..25.2. Ekh subftiittiil will bear a `stamp orspeRific %vriftch indication thatthat CONTRACTORhas7satisficd CONTRACTOR's obligo6ons under 4the .,Comraci Po'c'milents'widt respect to' CONTRAC'I*OR*sieview and approval of that submitia I and eyiressly called for by the thereto. The such 4iih not he'item functi ins required b I number 2of, co Z?ACfOR shall direct specific attention in writing to is othei than the corrections, iplleil for by 6,A Whem.a Shop Drawing or Samplc,is,reguired'by 'the Contract Ooaimcnts;or thc'schcdulc of Sh"op Uraw•ing, and Sample: submission accepted by FNGINEER as iequired.by; Pam graph2.9, airy related Work performed prior to ENGINE , 's review and approval of thepertinent' ;suhmittnl trill he at the sole rise and responsibility of CONTRACTOR. -Continuing the Work; :6:29: CONTRACTOR shall carry on the Work and adhere to the, progress sohcdulc ;during all `.disputes. or 'aiisagieeinenls-withOW`NFR. NoWorl: shall bi ilelayed or 'postpxmed pending resolution. ;of arty .disputes' or disagreements except as pcmntted by' ragraph 1> > ones OWNER-16d CONTRACTOR inay otternisz agree in w iiing, -6.30. G0\'TRICTOR's:. Genera! !Varranly and warantee: 6.30.1. CONTRACTOR warrants and gumantees'to' 6WNERj2QTTGINEER and ENGINMCR's'CimsulLims Thai all Work will be in acmrdancewith the:Coritract Documents and will not be k9efe-ai.ve. CON'TRACTORs warranty and guarantee hereunder' ,excludes defects ordamage-caused by: 6.3¢.11. abuse, modification nor improper maintenance "or;operntioti.by persons other -than COh'rmo,, OR SuEc iintractors or Suppliers;'or 6.36.1.2. normal 'wear and tear under normal usage. 6302. CONTRACTORS obligation to;perform and complete thc'Work in accordance with the Ciihtraei Documents shall'be.absolule., None of the following will constimte�an acceptance ;or Work that is norm: UMC GEt.'6'R.Ah COARJITI ONs 191" 099E Editim). wl QTY OF FORT COLLIiaS htODR7CATIONS (REV,t2000) accordance with the Contract Documents or,a release; of CONTRACTOR'S obhgatton to perform the-XV&k in accordance.with the Contract Documents: 6.30.2.1. :observations by ENGINEER; 6 3U 2:2 Yecommendation ;of any progress or final paymehtbyENGINEFR; 6303:3. the issuance .of a certificate of Substantial `Completion or any payment by OWNER to'CONTRACTOR hider the Contract Uncumentsj 6 36.2A: use or occupancy of the Work or any part thereof by OWNER; 6.30.2,5. any:acceplancc by-OWNFR or any failure to do so:, 6 30 6; any review and approval of a Shop IhawmgIOr Sample'subininal fr diai.s ante of not c6of acceptability by ENGINEER pursuant 'to paragraph 14.13; 6302:7, any inspection, tes4orapproval by others; or any.wrrectich 6f,&fe'ciii,iMork by OWNER; Indenurification: 6.32° In any and all claims against OWNER or ENGINEER or any of theirir rtspectne consultants, agents;' officer's, drrec.tors`:or employeri by any employee (or the survivor or personal rcpiescritante of SUCh,entploycc).of CONTRALTO$- any Subcontractor, any Supplier, `any, person or organintion directly or indirectly employed by 17 • ,rift) of'lliem"to furnish any of the'Work or anymie,for 11 of them'may �_be liable", the jaderarur Ication-obligation under.,paragiaph6.31 shall not belimited imaay*�,aI y X am Imitation b :yii the mount or :lypc of darakg'cs, can pcnsation� or- benefits- paya 16 by or for " R� Jan i , A or�q011 T other c n �ru zt acts; disability be tact �6.33. . The indemnification obli I uations t'of coi�rRA&011 imderpiiiagiiiph 6.3 1: shall not 6,stcrfdt6 the lfabi i li ty. o r Em rtNE E R a nd ENG INIM-k s' i2 O_inU_ I t'ant&' Wfterk, drrectnrs, employees or age it caused by the: prokssional negligence, errors or omissions of ary.of them. S4tn,i1V.1 qfqMigqti our 631. 'All rcprcscntafiohs :incliimnificatioiis, w. rrinr--t ci s ,and guarantees made irLrequired by;orgiven in, accordance with the Cfcintrnct Documents, as well as ' all onntinuihg ol�lioiions * indicated mthe Connect D-ocuinien'K ;will survive final lx'yffie"m, compleuori and ap,O-Pt:mcc.of iW work and termination or corporation of the Agreenicht, ARTICLE 7--OTHER WORK ReLoed Work at .3de.% Cl T-2. who is. owner the in the Cofi"ci. Documents. C all cuttin-- fi[iirL- and oatchffie 6 this paragraph are foe the benelit,of such utility owners an other contractors to; the extent that there are comrmmb] EJCL)CQENEKA1XOND1*nOM 191" (1990E(fitim) IN Iv/ dlibF PORTCbl:L[ NsMODIN _ CAT , 10 , N S (PX, , V41 , 2000) 0 to the benefit of CONTRACTOR'in said owners 1. tli provisions r co%n bett�(e n OWEI�and utility owners and other contractors: C6Oriffn⁢11.- 7.4, If 'OXVNFR contracts with others, for the per(urmance of dthei work- on thee-Priojeci at the lsie.the followingW'ih be 16 su�pj6al — t .. .... I I p crittiryiCbnoitions: 14. 1. the person, firm.or corporation who will have authority, and respbrLsibility for coordination of 1he activ kici among the vanoim prime contractors will be ideinified; 742. the s -bilic' matte pe rs to',be-covered by such authority, and responsibility. will be itenuz- ed;r an . d 7.4.3, the, extent, of :such authority :and rckponsibili.tieswill ,6, r)r6vid6d, Unlcss otherwise' provided * ii ithc Supilenientanr Conditions, OWNER -,hze ,sole ;authority I -.a - nd responsibility in respect o shall f such coordination. ARTICLE &-OWNER'S RESPONSIBILITIES' 8.1. Except as otherwise provided in these General Condition-, `OINWER shall issue all 66minunicaii6ris to CONTRACTORthrouih ENGINEER' 92' In case, of termination of the employment, of rNQj INEER * OW1\1ER shall ii*iht,an en6jheer iigiiinsi whom-CONTRAC—T-6R, niHk-,i;--no-reasoriableobjectim ivh6se stiitus'uixlir Docuirnerit's'sliall be that of theli5riner'ENGINEER 8A ONVINMIZ :shall famish 'the .data required or 0%VNER tinder the Contract. c I nine nt . s I omptly and shall make pal%'T�Fs_to C.,"O-NT R,AIC,T- OR,pIrer*-Iy.,A- en they are -due asprovid diiparagraphs 14.4;and'1413," 8:4. OWNEWs duties, in respect of providing lands and casements and providing engineering ' sUJFV�F to establish reference pomtsaire'set forth in' paragmpg_ .4-1 and 4A and making' 'availibc to CONTRACTOR copies of reports of expltiiatiorts and tests of s-tibstirfacc conditions at the site and drawings of physical conditions existing 5 �structures ato'rboritiguous'tolhe site that have been�ufiliied by ENTGII�EER•in prep'ah'ing'6e.toittr8ct D&urnents i-5 -3-thrCRO. 710: S.G. 6VNIER is obligated to execute'Clurige.biders-as indicated in paragraph I bA 8;7. OWNER's r6spomsibi% in iesf�,ut or Ecrtiiih, d . ..... Is i � .; , trispectmns. ..tests an approva s. "set forth 'ih rAmgmph 13A- in connection with OWFR's ritzbfto' stop Work, or '=,,ndd 'Work, 'sce- parfig'rziphs.13,10 'and -]:>.I. 'ph 15.2 deals* with OWNER's,riizht to L�rrnmi'itc services of CONTRACTOR under ccr6in cire"umstanbtes. 8.9. The OWNER "I not.,sulxrvisc; direct' or have =nuul or authority 1. over, nor be responsible for, mctaent mereto, or. ior CITOR to comply %vith Laws to , the furnishing or 'perfornin 'will not b6 responqibI6 for ( D&forfn vir'llarriish th'C Work it Asbestos; �,qel forth if I'm agreej w fil"I'Sh him arrangements —have -been 'Iua(i - fid—� he -Gvi�et responsibility in-rrm` Gt-thereof will-6e es t-forth=iri-tliz Supplementary 6ottdtttons, -ARTICLE 0-ENirENTFFR'S SfATIJS DURINe CONSTRUCTION 9.1. ENGINEER will be OWNER'i representative during the construction period. Thee duties- and responsibilities and the limitations' or, authonty, 6r ENGINEER , as bwi4ER's rcpresentative during; 'construction are set icrtfi in the Contract Documents and ,shall A(;t be'exterded vv'ilhouk ardENGINEER Nits to SIte ,9.2. ENGINEER will make visits to the site at interviiis appropriate to, ili6 various stages of construction as ENGINEER deeiwnecessary in order to observe as an experi.enced.and quali6d desip]professinnal, the progress EJCbC(jENEkA'LC6Nilllbi4S19168(1990E,djtiQn) , - w?dTY61--FORT bbilii'S M�ObiI lCATIONS ft-V 412000) ProjeciRepresenimfive.• - 9.3. 1. . The Aeoresentative!s dealings 'in matters pertainingtothe on -sac work %vilL ingenertiL bewith the ENGINEER •and CON`rRACTOR- But. 'the Representative -will keo the OWNER prppAey titIvised about such matters. The.Revr6entative's dealings"with subcontractors will only be'through or with the fulLk-nowledgqLL6d-9ppf—gval - of th CON7I`kACT0R- 9.3.1 Dutin'and Respggsibilities. 'Representative will: ,9.3.2.1. Schedules - Review the progress IR. 0 0 9 0 sdiedule,',a d 'other schedules xkeWed �by,t� COXITWTOR, , end consult Mth the FNGIN'EER concanina acceptnbilitv; 9.3J.2.'Coaferenccs and Meeting - Atteid ffiwfirw with Q ZoRTRAM'OR such' As, precomtruction confercnces -pjzsL's mghnm a'd other Oob conferences 'and %tirepire � and circulate copies ofminutesofmcclings, 93.2.3-LiAisbri 9:12:3.1: Serve` As ENGINFRR'S liaison kith CONTRACTOR: working .principally through CONTRACTop superintendent to assist.the CON"I*RA(-.roR in ilnderstardinc. the Convact D6curn6nts. q.3:2. , 3.2. Ass-istinobtdiniijakombWA additional details �or infommiom when recjuiri d for proper execution of the Work. 9.32.3.3. A&isc'the ENGINEER and CONTRAurok, of the commencement of any Work requiring- a Shop; Drawing '0, sample submission if Qic submission has'not. jFcft japrEcd bhthe P.,KIGINFFR 2.12ARMxv of Work,'.Rejectjo LVork-jnsr,ectjom and Tests 9.3,2.4. 1. Conduct on:site obsmations of the�IV ' in L EN �Okgg� cssto'issitth6 ENGINEER: iti cterm n. 'is pMcqcdihq i , that the Akfork accordance with the'Contract Domnents. 9J, )A.3. Amore ny viiitip& inspectors, - representing public or 6therngemcs, having'jurisdiction over the-I?roiect-.recixdtFie , of these' 'inspections and report to the, L-'NGfNr-OZ. 9.32.5. Interpretation. ot Contact' Documents. ReDort to ENGINEER when clantications and interpretations 61'.the Contract. - Documents are needed .-.afid trarmnit to' CONTRACTOR clarification and :interpretation of the - Conffact . Doctimmts',as' issued ;by' M�TGRqEER. 9.3.2.6.- Modifications: Considef arid, evalunte !CONTRACTOR'S suggestions,for ' 20 W/cl-i-ibF-I:ORT-f-'-OLLIN'S,MOL)I�F,IC,AT-IONS W,N412000) niodificition ifi'Drawim 'or'T 'c""onsand Laporl',these recommeM Fto-m- -T-N—,W,,R, Accurately transmit, to CONTRACTOR decisiojis,issued by,flicENTMEERI! 93.23:Records. :2 3 18, -Rep-Qrt� 9.3,2, 8. 1. Furhish. ENGINEER periodic Lep-oA& —asrcqqiredof the' p1stress'oFth Work - - and'of' 'tlw CONTRACTORS copi linnoe With, the ojogg -schedule: and schedule tchedule tof shop DrawingAnd rsample !iubmittals.; �9 3.2.8,2. 9A�)n ilt, Aith ENGINEER in ,IdVfiniie of khMulir- g maicir tists ins mctiorfs"or.st,-wt of impprtant phases of the Work.' 79.3.2.8.1 Draft vroo6scd'Chame.Ord6rs and'Work DirectiVe Chanigs: obtaining backup' '�i� ��eral o the CONTRACTOR d A,� d t, ENGMEM6 'Chang 'Orders. Work, Directive -Charges and fiel 'orders 9.3.2.8.4. Ri:pbit imfficdiAleli', to ENGINEER and OWNER the occurrence of anv accident:. 9:3.2.9. Nyment Requests. Rtwiny'applications fo r i-ent with CONTRACTOR lor comblian , vig thcc established —procedure for then ,submission and ffirward with recommenclation,to ENGINEER rioting, particularly the relatioriship of the payment requested to th schedule of values, work completed and materials anal -equipment delivered at the site but not inco p uated m the. Work. 9.3.2i10. Comoletion: 0.'110.1. 'Before ENGINEER =issues a Certificate of Substantial:Conoletion=submit to CONTRACTOR 6list_oC.oliser4ed items reuuaina correction'orc6moletiom 93:210.1 'Conduct final inspection in the company, of the ENGINEER. OWNER .and CONTRACTOR fand'Qrcjiprc a :final listof,' items to be corrected or completed.. 9.3:2.10.3. .Observe that all .items on the. final list havc.been corrected or'onmpleted and make reicommendatioms to ENGINEER concerning 'acceptance. 9.3.3. Gimimtion of Authoritd: The Renresenuitive shall ,not: 9-3.3.1. Authoriic any, deviations. from the ContractDocuments'. or -accent any substitute materials or egiiipment unless authorized_by;the. ENGINEER: 9.3.3.2. Exeeiid glimitatibris.. of ENGINEER'S autfiorin asset forth in the Contr cq Documents Undcrtake.anv of the resp2 bilitics of the 'CONTRACTOR cSubcomjactors. or CONTRACTOR'S superintendent. 93 3 4 Advise on or issue directions relative to, -ortassume ccmtrol over an s ctof the means, methods; tcchn toes .sgucnccs . ,or procedures 'for -construction unless_ such is- MeciGeallYcalleii'Corin the Contract Documents, 93:33. Advise an or. issue directionso r . rdirig. :or .assume control over safety prScautiotis and prpp s in connections with the ,Work. 9.3.3.6. . Acceiit Shoo Drawings or sample submittals :From anvone +other :,than the CONTRACTOR 93:17 .Adihori2e O\tNER to occupy the Work-in whole or in part. 9.3.3.8. Participate' in specialised field or laboratorv.tests or inspections conducted by others except es soecif all}' authorized by the ENGINEER: Clarifrcaliaiis raid Interprelahons 9.4. ENGINEER will issue.with reasonable promptness such• wiitten clarifications or "interpretations. of the EJCDCOENERAL COMMONS 19M 09 (fitim), wi L w 6i; FORT CULLI' i5 h10Ua7CAT[ONS ([tliy 4200a} tract' D"icuments {in the fomr ,of :as ENGINEER may determine lieves tFat's Is are una if any, ( ten claim Authorized l ariations in •t ll'ork: Rejecting nefectn•e IV! rk . 9-6. hNGINFER wdl hawc authority to disapprove or reject W6rk which ENGINEER bclicves to be defer Kw. or that ENGINEER believes will not produce a completed, projectthat confomrs to the Contract LRi:wncnts or that O will "prejudice the integrity of the destgn_concept of -the completed-Proje&'asa functioning whole-as.indicated by the'Contract Docume'6 .; ENGINEER will.'nlsio Have authority to require s'peci5l inspectnbn'or'tesnttg of;itie Work<as provided in paragraph 13.9,-whether or not'. the Work, is f+briatted, utstalledoi completed. Shop DraKdngs, Change;Orriers and Pay»tents: 93, In connection wiih ENGINEERs;authontyas to Shop t)rpwi%s and S imp le s, s-ee prn lis 6 p �rtpN through 628 imatswe. 9.5. In connection with Ei3GINEER's authonly(as to Charge Orders.' see Articles 10,-11. and 12: 9.9. In connection with ENGINTEER's:authority as to Aplih atnons_forAayment see Article 14., Delermin'dtiohs• for Unit Prices: 9.10. ENGINEER will determinc,the-actual quantities and classifications oC Unit Price erConn Work by, CO FCRACTOR, ' ' ENGINEER will, review 'with (',QNTRACI'OR the`. FNGIt\tEhRt's preliminary determinations on such mattersbefore rendering a written decision thereon (by recommendation of -an Application ,21 0 9 0 Decidnns on7)icrutev 91 EXPICQENEFUL'CON6ffi6NS 19104,(090 E(fitim) %ICITY 6FI;O]iTC611INS'MODII:'ICATIO'NS-(REV 4'12000) d "Z' otherwise agreed in -writing by OWNER and CONTR ACTOR 9.13. Lbidiations on LAVY&Liks Auih&Hty ;and 9.� 13.3. ENGINEER Will not be responsible fm !the acts qi omissions, of CIONURACTOR or, of. any Subc6ntrictoicu6, S6ppiief, oridany other persnRor organi-niipn fxrformmg or fum.Lshmg any of "the Avak. 9.131S The lim-iidtions upon ,authority and responsibility'set forth in this paragraph 9.13skll also, (inchidlirrb but not`lu itM to;,Contra_a Price or'Convact • apply to.ENGMTrR'S Consultanis;.Resideni,Project Times) is squired by the proi'istons of any Bond to be Reprzsentative and assistants. }riven ao a surety, the jiving of any., such notice will be CONTRACTOR's responsibility, and"the: amodiit of each applicable Bond will be adjusted acc' idinely. ARTICLE 10—CHANGF-S IN THE WORK 101 Without invalidating the Agreement and without riouce to eriy,`surcly,'O\VNM may, at any, time or fruity time to lime, ordei additiors, dnletions'orrevisions`in the; Work: Such additions; deletions or revisions will be authorized by:a Written Amendment, a Change Order, or Work Charge Directive. Upon receipt of any such, documcni CON` RAC 1'OR shall promptly proceed with the Work involved nit which will be perfoed under. the' apnlicable condiiians of the Contract Docunlcnts',(czocpt as 10'J if'77, CANTER, and CONTRACTOR fire unable to !agree as to, the extent, if any of Sri adjustment to"tl e Contmcfrricc o(an adjustment gflhc ConVacl`fimcs that should be allowed as a:result of n'WA- Change -Directive, 'a`claim may, be made therefor as provided in Articic I I:or Article 12. 10:3. CONTRACTOR shall riot tie entitled to an increase ai die Contract Piice or an e.tten`siorr of the ContractTunes with resp ctto any.Work performed that is n6t required by .the Contract Docurnenls as 'amertiled, modified and supple ncntrd as provided in paragraphs 3 5 ad 3.6 extent, in the case'of tin'emergency as provided in parrgtaph&23 ,ST in the, rase of uncovering Work' ,as provided iri paragraph 13.9. 10A.,.OWNER'--'_and CONrRAC'TOR shall execute. appropriate Change Orders recomrnended by ENGMT ER =(or Written Amendmems) cbveimg:. 10AL,, changes in the Rork which tire.(i)'ordered by OWNCR pursuant to paragraph 10.1; (ti) required because of acceptance of'dajectrre Work under paraaectiie Work-tinderj' paragraph 13.14, or (iii) agreed to by the,ptrtim 10,42): changes in the;Cohgiact'Pricc or Contract. Times,which are agreed to by the partiesand 10.43. changes, in thz.,CdnurictPrice'or.Contmct. Times which embody the, substance of any tvriifen decision rendered by ENGINEER' ',pursuant to paragraph 9,I1`,:- . provuled.lhat' in lieu of executing any;such. Change Order., :an appzal may be -,taken from anv such decuton in -accnrdi. ice wtlh lhc. provisrorts.:of the Contract Diic:umenls and applicable Lswi; and Re6lations, but during any such appeal,. CONTRAGfOR'shall carry on the Work :and sndhere to the'•pragre'ss schedule as provided in paragntph`6:29, _ 10.5. If notice of any change affecting the, general scope of the Work or'the proyisions_of the Contract Documents l:JCDCOEt.'I7t e,ONUtTloNS19,10-8(1990Ediiim). , w/ C1.TY OF FORT COLLItS ht0Dn7CAT1ONS (kEV 42000) ARTICLE41-CHANGE OF CONTRACTT PRICE 11.1. The Contract Trice, constitutes the total dbmpziivytion (subject to authari�id adjustnicros} paynble to'CONTRACTOR for perform ng the W orl.. All duties, responsibilities and oblirtions acsigned4oIor undertaken by CONTRACTOR shnll beat COh!TRACTOR's expense without change iAAhc Contract Price: 11f2. T. WContmct Price_ may.only be changed by a Change Order or;by a Written Amendment. My claim for an adiusinient'in the Contract Price shalfbe based on or as a involved No "claim for ari"adj.ustm at ,in_ the Contract Pries: will be valid if not submitted in accordance with ihis paragraph 112. 11:3: The .value of any Work covered by za Change Order or of any claim for an adjustment in the Contract Price will be determined as'follows: 1.3.1. where the Wotk'irwolvedv'cotcred by unit oumhts_ byn �c,prices dnniiiiicd i' application of such unit.prices to the quantities of the items involved (subject to the ,provisions of :23 • 1zim&phs 11 9.1 through 11.9.3, inclusive); 11.3:2:_,where,ihe Work involved is -not covered by unit prices contained in the romnet Documents tA, N. mutuallyagreed payment balls, inclutlmg'lumplsu (which tray mclude� an allov;�ince for overhead;and, profit .not necessarily: iii accordance: av`ith part l r,ph'11.6,2) 11 3.3, ,µ•here the Work involved is not covered by unit. pnces :contained in the Contract Doe.umertts and, agreement to :a lump surn is .not retiched under paragisoh 11 3J, on the basis of the Cost of the Work' (detennmed as provided in pamgraphs 114 and 11.5) plusm ,CON I RAC"I.OR's fee for overhend and profit. (dctcrniin.ed as provided in paragraph 11.6). coil of die (York 11.4. The term Cost ;of thc•klork means the.sumt 6f all costs necessarily incurred Li nd paid by CONTRACTOR in ;the proper.Mrom.iIMoe;of the Work: Except asIothenvise :_ may he agreed to in whiting by UWNER,_such costs shall 'be'in;amounts no higher -than - those prevailing inthe, locality of :the Project, 'shall include only, the, following. .items and shall not includc.nny<6f the casts itcn i7.ed "itr p iagrapb 11.5: 11 4:3. Nyments .made by CONTRACTOR to the: Subcontritctars for Work performed or f"shed 1} Subconinictom. If requ'ved by OWNER; EJCDC GE4fiRAL"COND17i6N51910-9 (1590,Emticm - aI CITY OL F-OAT OOI.LINS SIODII7I6ATIONS(R1nV 42000) `11.4.4. Costs of specinl consultants (including but not limited .to engineers architects, testing labomtories;:sunq?rs aitomeys andlic'eountants) employed for services `specifically related to 'the `Work.- 11.4.5. Supplemental costs includirig-the following I1t4;5.1. The proportion of nccecsary% transportation, travel and suhsistence e>cpenses of CONCRACTOR's employees_, ,incurred in discharge of duties corinxted witii the, Work: 11 4:5:2. Cost, including transportation antl maintenance, of all materials, supplies, cqu)pnient;: machinery, appliances; ot3ice`.and teniporary:facdities at the site and hand tools not owned by.the workers; whmh arc consdmed in the peifornianee'of the Work and cost less market value "of ms such iteused but not amsumcd `which rcmam-tire-prop rtyofCONTRACTOR: 11,45.4. Sales; consumer, use or simi lar taxes related to the Work, and, for ivliich' CONTRACT6R is" liable imposed by' Laos and Beetilationsr' " I1.4:-5:5. Deposits lost for, -causes other than negligence of CONTRACTOR, iiriy Subcontractor or anyone directly, or mdire.'tly employed by,any of: than or for whose acts an), of them may be liable, and ioyalty payments.arid fees for permits and licenses. 11.4.5.6. Losses and damages(and related .expciiscs) caused by damage',toi.h'e Work;. not compensated by nis'urance or otherwise sustained by CONTRACTOR in connection with :the West Prospect Road Project No. 211-224 Geotechnical Investigation Report July 29, 2013 TABLE OF CONTENTS SECTION PAGE INTRODUCTION.............................................................................................................1 PROPOSED CONSTRUCTION......................................................................................1 SITE EXPLORATION......................................................................................................1 LABORATORYTESTING...............................................................................................2 SITECONDITIONS.........................................................................................................3 GROUNDWATER CONDITIONS....................................................................................3 CONCLUSIONS AND RECOMMENDATIONS...............................................................3 WaterSoluble Sulfates.................................................................................................3 ChemicalTesting..........................................................................................................4 Swell/Settlement Tests.................................................................................................4 Seismicity.....................................................................................................................4 GEOTECHNICAL CONSIDERATIONS..........................................................................4 ProspectBridge............................................................................................................4 Foundations..................................................................................................................5 EarthPressures............................................................................................................6 BackfillPlacement........................................................................................................7 SiteGrading..................................................................................................................8 Excavation and Trench Construction............................................................................8 PavementDesign.........................................................................................................9 SubgradePreparation...................................................................................................9 LIMITATIONS..................................................................................................................9 REFERENCES..............................................................................................................10 FIGURES BoringLocation Map..........................................................................................Figure 1 APPENDICES BoringLogs.................................................................................................................. A LaboratoryTest Results............................................................................................... B Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 10 of 36 11.4.5.7. The cost of utilities; fuel and sanitary facilities at the "site. Minor expenses sucli ;as •telegrams, long distance -telephone calls, telcphoneaservlce at thc;sitc, cxprcsmgc and similar.petty cash items in connection with the Work. 11,4:5.9: Cast of premiums for additional Bonds and i surance required because of changes-ar c Work. 11.5.. The Wrn Cost:of lbc Work.'shall notincludd any nf- Ahc following;. 11:5.1.'Payroll,,costs. and other compenstion of. .(_-UNTIL4C:IUI(s. principal. Or a orancn OUICC IOr genera] administration of the Work and riot specifically included in the agreed, :upon schedule 61' job classifica ions referred to in . paragraph 11 4.1 or specifically covered by paragraph 11 4 4-all 6F which are to be'considered admimstrattve costs ccwci d by the. CONMRACTOR's tee. pe p ' P nd bianch,offices�thef than CONfCRACTORs�offlce at the site. 115:3. Any pan :of CONTRACTOR's capital expenses, including "interest' on CONTRACTOR'S. capital employed -for the work .zndcharges, against CONTRACTOR fondelir4ent payments 1154. Cost of. premiums for all Bonds Lund for all mslaance'";whether or: not CONfRACTOR.is'required by ihe.Contracl bocuments,to, purchase"arid maintain thc;same (cxccptfor the co% of prcniiunis c'oicrad by subparagraph91.4.5.9 above): EJC1)COENbkj LCOh'UITib'N1910.8(IOOEwan) a/CITY:orroAT COUJNS htoonlCATloNs(REV,irnw 11:5.5: Costs due to the negligence , :of CONTRACTOR „any, Subco`ntigetor; or anyone directly or indirectly employed,by am -of them or'"for whose acts any of them may be hab(c, including but not limited to, the correction of ,ikjeclne`Work. dispoa l of materials or tquipment wrongly SUOplied and making good arty damage to property: Other overhead or general expense, costs of '.any kind and the costs of any iteut not spec lfiwlly and expressly incluikd inparagraph71.4; 11.6. The CONTRACTOR's" fee allowed to COIVTi=TOR for overhead and ,profit alien be determined as follows: 11:6.1. a mutuahyacceptable Ued fee; or 11.6.2: if a fixedJec'is not agreed upon, then a fee based on, the followin percentages of the various portions of Lhc Cost of the Wprki 11A2.I. for costs" incurred _ under paragraphg11.4.1. and 11.4.2, the CONTRACTOR'S fce:shalI be fifteen percctit;, 11.6:2:2. for 'costs incurred tinder rAragmph'l l 4.3, the C6NTRACTOR's fee shall be five percem; 11:6ll where one or more tiers of subc6nnacts are ` b the basis of Cost of the AXGrk plus a toe and no'fixdd e` Is'agreed upon the intent of;paragraphs'_ {1.4.1, 11.4.2,'11,4 3 and 11.6.2 is'that thc'.Suhcontiactor -who actually 1 L6:2.4. no fee shall be.payableon "the basis of ci_nls'ilemimd under, p.crcgraphs'a 1 4.4; 11.4.5 and 11.5t 11.6.2.5. the amount of credit, o be'allowed by CONTRACTOR to. OWNER for any.change which'results in a net decrease n' cost will be the amount of._the actual net decrease in cost; plus a deduction in CONTRACTOR's fe'e.by an mnoiml equal to five percent oCiuch net decrease; and 11:62.6. when both additions anti credits are involved -in any one change, the adjustment -in COI\TTRACTOR's fee shall be cgmputzd ,one basis; of the net chattge in accordance with pamgaphs I l 6 2,1 1hr`64 11 6.2.5,.6clusive 117. Whenever the cost of -nny Work is to be 25 a ` J Aetefinitkd pursdaiit to 'pai-agm and 115, 'CONTRACTOR mill establish phs�l 1.4 .and maintain r&6rdi. theredin accordance withigenerally accepted accounting practices and submit in form 'acceptable to ENTGNEER. an; itemiz&I CoIt brcak'j6NV;n iog-'ethir: wiihppo sm ' ' inldata,: Cash � Cash Alloiyan ces: -.11.8: It is understood that CONTRACTOR has included M, `IhO C(intlact -Piiioe all ;allOwances SO named in 'die' Cohtracl Documents and shall 66use!�the Work's6'c6v6rR- to' be _fUrRMJ�d,and I - --- 4 per orm for such sums" as m`a_v'l;,,c neceptnble to OWNFR and FN(jINFFR- agrees that: 11.8.1. the allowances include the :cost to �CO T l'OR (lessany appli ble,tinde discouhts) of Mcria s and equipment roquired6y die illowancek� to be delivered at the site, and all applicable taxes; and I.S.1 CONTRACTORS Costs 'for Unloading and handling o'n—die-ske, la'65r, irri a-] l6fi6n costs, overheaii,. profit a I nd other expenses conteinphted 'for 'the, allowances-have.been included in.the Contract Price and not 'in the allowances and no,demand for .additionapayment on"licco.un-i of any of the.roregoing will biEValid-. 'Priorib'final pipirent:,an appiooriatc.Change'Onler will be, issued :as-rccohmrcndcd by ENGINEER to reflect actual amounts due CbNTR.A.i�,rbp on account of Work, covered by 61lowances, and the Contract 'Pri6c 'shallbe7 ,cci . rrespordai?)yadi6ited. 11.9. Uap;lCeworl,- 0 be deemed'to include for'all 9, Unit Price X t will b& made, paragiaph 9.16. I I A2. Each, unit price ' will I be.1deemcd1to include an a I mo . mit"c6ns-idaed by CONTR I ACTOR to be adequate`io cover CONTR_M_JP()Ks:6verhead and'pr6f-it for each seaarately . identified item. 'I l_9.3.:OkWER 'or CONTRACTOR may, make ',a claim, for' an a. djstment "" in. the `:Comma ct Price_in. ,accordance with Article I I -if: 11 D:3: L k qmntity,of any item of Unit Price ,Work perf6mied by, CON-rftAdfoft aiffcrs- materially and significantly from the estimated quantity of such item 'indicated in the Agraement, -8 26 EJCL)C(3hNSRLAL'CONDYnM 1910.(1990 E(fitiom I I ' , r _1 I Wi&Ti6FF'ORTCC)LL1 r NS Nioi _ xri n _ CA, , O , NS (PX, , V4 I t2000 ' ) 0 `and 11.9.3 *2: there is no corresponding, adjustment with res ect to any other item of Work; and 11.933. if, CONTRACTOR believes that CONTRACTOR is en'title3'A-0-jan -increase in Contiact Price :as,,a. result!O lmving- incurred ,additional iexpensc or :OWNER believes ,that '01MER is entitled t6'ii: decreascin Contract Price' u 'and thernqs are urble, to ag!:P�. - * - �is -to the �l 'aouAt of any such increase or d6crease, I fia 3.4,., coNTRA:cTb9. acknowledges -,-this the OWNER has.the rielit toadd or deleteitms in the Bid or chimCguanfitics; at,O1krNFR'S,s6Ic discrictiowwifhout affectiniz the Contract Priceor rean Q� item lonai.;ai -the tdelcti6n or ,1d!'kitmmrondoc],,not exceed-t% e N-five Permit of ,the original total-Contmet Priccn ARTICLE,12--CHANGEOF CONTRACTTINI FS 12.2. All time limits stated in'the Contract Documents: ere of the essence of,the Agreement. 12.3i. � Where CONTRACTOR ,prevented from . prow Article 7- firm floods, +pideffiics, abnormal we'i nditions oracts ofGod. ' Delays -,attributable to within the controFof a Subeohtfactor:or Suolierish6ll.be dearh6d to be delays within the control of CdNTRACTOR_ to any Supplier, art), ;other person S, , I'' or organiza ion. or to any safety for 6r_ employee, or I agent of any of therrij for damages arising oui'6f or resulting from (i) delays,caused bv. or within -the control of the CONTRACTQRi or _ the control of both parties including, but 0 1 i lim&d tdelays-beyond, fire I s� -flood I s, c pi 6 lot u� d mtus: agri6imal Nv ' cat�er odndifi6iis, aCtS,6f od or'a'cts'orncq*t by utility own'ers .or other.contractors performing olher_ work a;s-contemplated by Article 7: ARTICLE 13-TFsTS AND _ INSPECTIONS; NI , ,CORRECTRYN, RENIONI, OR ACCEM-ANCE OF "bVIE'r-71 I/EMOR K 13:1. Notice. qfDefeis Prompt notice of.611 defective work of which OWNER or INGMTEHR hafe actual knowledge, will he 6iven �to :CONTRACTOR: All de .t,ctive Work jni4; b6 rej&tcA. .'o6rrected6racic6ptedas7pr'o-vid6d inthis Arti�16 13. Access to Work TestsandInspedions 13.3. CONTRACTOR shell give ENIGMER, timely notice of readiness of the Work for all required inspections, Bests W. approvals. and shall cooperate with inspection and, ,testing personnel toTiacilitate required irspe666'ns or tests:. B'4. :1 ...OW_1qlM-' sh- il1l.employaril p"ay fo-,r th-e services of an in&penderit !ei.nglaboratory to perform ail inspee ona, tests, ,or 'approvals, required :by 1ie Contract Document's except: 13.4"1. for inspections. tests or a.parovals,covered by ph't 3. 5 c ow; 13.4.2. that costs incurred in connection with tests or inspections. conducted, pursuant to jianigniph 13 9 wl CITY OP i;UiT COLIA rJi; kbb&iiAnONS (REV .120001 below sliall be paid `iis 'provided in, ;said .paragraph 13.9;and 6.43as otherwise specifically provided in the D'o'ctune'nts' 13.6: Ifany W6rk�,(or the work of others) that is to be in.txcted, tested or ipproved is 'covaed by CONTRACTOR without written concurrence of ENGINEER; it must, if.iequcstM,'by'hNGINHER, be uncovered -f6f obscivatiofi. 13.7. Uncoviering'Work as provided inparagimph 13.6 shall be nt CONTRACTOR's M*nse unless C(_j_NrfRACr1oR.his1given F,NdINI1FR fifficly noficc'6f CONTRACT OR's intention, 'to' cover the " Saone ;and F,NCiINFF.R has not acted with I rciakiiible promptness in response to such notice: Uncovong Work. 138: If any Work. is covered contrary to' the written request .of ENGII\T-ER,. I it must,. if i64uestcd by INGYNTIMR, bi uncovered lbr ENGM-ER!s:obser*afi6n soil replaced atCONTRACTOR'sexpeatie: r27 0 10 O :onc&erin&_ q6m,*rp, , pbs�alibn, - inspection.' testing",, replacement and reconstru6tio'n; and' if the pahies'w� unable to. agree ass to the: amount or e.�Ient thereof. CONTRACTOR may malce'a claim therefor ,as,prcvidediii; Articlei I Land 11. o0TKAFRAfqj,Stofi the Ma&- Correction-arRemoval nfoe(ecfive Wark 13.12. Comclion Peyio& 13.12.2. In special .circumstances where a pirticular item 'of -equipment is placed M' continuous service before ..S.ubstarthil Completion of all 'the WorL the correcuprt,peri6d for hit item may st*kti; run from an' earlier date I,f*w provided u , I cat onsor - the 4eciel by;: Miticil"'AAbridmicni. 13.123. Where dqfecfive Work (and damage to other 28 EJCDCGENEtAL CONDITIONS 191,"',0990 EditIM)" wcr�6F 1--O-'RTCC')LL[INS'NIOI)IFiCA-110 I NS (REV . 412000) 0 Wort resulting therefrom) has -been corrected, removed or repld6ed,under this paragraph.13.121 the correction period hereundcr,with respcct'to such Work will'be e�`tcnded for an additional period of'I year j�v6 tears - .after I '_ such ' correction 0,1, re _ i I Ti( )val and riolnumefit has. peen M'tiAic6ri0omp1cfed. 4ccepta'ce qfDqfecfiV �e.]oih--.-. OWNER Mqr•Correci Defejfive Work A.v&6 will inel,ude. but not be'limited to all costs of repair or replacern I ent of -work of others destr6y"ed or damaged, by correction. removal or replacement of CONTRACTORS defwh-e Work- CONTRACTOR; shall not be ii1lowed an extension of, -the _Contraict'Times' (Or Kfilkioiiisj heause of. anS',_-,'delay in p6rFbirmance of the S ,Woik aifribuiiible to ihe'rxxercise by_bNNWER617 OWNTERs rights and remedies hereunder. ARTICLE J4_pA1ri%JEtN7SLT0,C01N7RA:CT0R AND ,CONWLETION ktzeehdof l7ahres 141- The schgdulcof-values e.qablisliedasprovidcdin ;Ixiragmph'2.9will scn,c as the basis for progress payments ..and will be incorporated into a forni.of Application for. P,a�,r�eniaoLeptableioEiTOILNTER. PtT'0LU5'*p�aymem_S9P account6f Unit Pfioe Work will be -based on the tiumb6pof !units cot'itpkrcd. Application for Progress Payment CONTP-4CTOR's-.1flarmnity of Title. CONTRACTOR warrants and guarantees that ,title title to Al Wcrk'materials iihd '.eq'u6pmen1 'c"o'NIVi-ed by i-n-y' Application for . Rayme . n I t, whether,mcoiporlated in the Project or not .Will pass t6;OWMER no later than the time of payment free and clear of all Liens. 14.4. ENGINEER will, within teir days after receipt of cac.h:Apfilication for Payment, iiiiher indicawin writing.a wCil-Y�6rl--dkTCOLUMMODU7CA-nONS(P,EV42000) ent rocommendatiom the amount recommended will (subject ' i �of the Iasi sentence of paragraph 14.7) e ov' on an bec�omep`du,s ds when due 'will! be paid by 0WN1W to CONTRACTOR' 14.5; ENGINFEWs ic6nimitidittion of any pa ,yinen requested in an Application fbr Vaymentmill constitute a representation by ENGINEER to O�WIWIR, based on HN G I Nh 1; Ks 6in'sitic'- oliscn, -adubr,sof, thc� c.\ccu be' d- Work ." 1z 1, . c. 1, Id. 11, 11 . 1. asanexperience gridqualilii�1--designprormional"mdon F.NGlNEIsR's'rcvic'w of the A , pplidtionfor Payfficia1nd the accompanying daia,and schedules that io the best of ENGINE ER's kriotvledagc,'in,fa,�,nia.iion'hnd belief: / 14.5.1. the Work lias pedgre*d to the point itirlicaO; 14.5.1 the quality of the Work is generally in prior '6'& upon SubsuikW Completi6ri, to the results 61`,any:,sub"e�nt iests cahed:f6r in the' , Corrtrac't Documcnts,, to a final '&tc0iination of quantitics and cla-sificitions for Unit Pr i . cc Work- finder paragraph '9,J OZnd.to any; other 4uaHfii:atJF1Sstated in the rc6orma� atio . n), and 1 the conditions precedent to, CONTRA717OR's being entitled to such payment appear to hate been fulfilled ins6W as �it'hi ENGINEER's respo'nsibilitv to observe the WA: Howeveri by recommending any 'such. payment ENGINEER '.will not 'thereby be _&eniiid to have that: (i) exhaustive or continuous on site inspections hive'been made,to,check.the quality, or the quantity or the Wark" txjond the respon6bilitie.s AE c"'Z' assigned to 12,1GIT -R-ar the Contract issues (ii) that there may nol'be'other imittersici issues between the parties that might ,,entitleCONTRACT OR I to be paid additibm'illy.:by OWNER or entitle MrNfR to withhold Davinat to CONTRACTOR 14.6. ENGINEER!s recommendation of any payment; including final payment, ayiniint, shall not mean.diat ENGINEER is responsible 'for 'C`ONTTRACT.0P'si means, methods, techniques, sequences or procedures of consivitcii6n. or the safely prei;mxtioris,a I n'd p - run . ritsimcideir(th8idii or f 9T any failure; ' comply With L,�ws and RL6alati6rii - aljf�lidabI6 to: the tiurniishing- of per . L formance. of Work, or for uny failure of CONTRAMR to. perform or furnisii Nolk ire ric6ordani:eVith the'Contm'c't Documents- 14.7. ENGINThl!;R:ffiay rckiseto rcednimend the i whole or any part 'incorrect l,,ny payment if. in ENIGINEER's opinion it would be Inc,rg to make. the representations to 29 0 U1 OWNER ' b 14 'May rl So Pit or le'r a I '_ "Ieftls!IC, re to un Manyg2leh 0213 . Mse I,,) subsequently discovered evidence.. or the results of sub, quo'inscior. lo*s, nullify .any,such.l3a yrnent' ' to�'.such ex , !ont 7. as _ may be., =iAHNGI1qF-,'FR's._opMIon to, protect ,O,WNFP biMse-: 14.7.1. the Work r completed is defective,'opleted Work'has been darna ed reyu. . I I I-- coneotion I Al 14.7.2: the Contract Price has ,been redu6ed by Written-Airi'cridiiient aChange Order; 14J.3- 6k vN . FR I has been required to correct e�,�kfive'46ik or cornplcic-Wmk inac6ori:lancc with panlgmph 0.14, or IiJA ENGINEER has -actual knowl I ed . go of the, occurrence: of an)- of th& events enumerated in, pang. phs,I 5 2 1 throuigh 15.2.4"inc2sive, OWNTER inay. refuse Id male payment of the f611 amount: recommended by FN160iirR because:. 14,75. claims have been nindc,against OWNER on account ofiMN'17RAtl'0R'sp&rf0riva6ce or fur'nishing, of•thc Nark; 143A Lit mi,have been filedin connection with the Work, except where:eXMJTkACTOR has delivered::,Tcci&' 13orid 'siiisfactc4y to M6ER to scoure' the, . satisfaction aid dikharge of such Liens; I I 14.7.1, .1here are otheriteniq'ent'itfing. OWNER to a scit. :offagainst'the aniount'reborrintended, or 143-8 OWNER has 'actual knowledge of the ccurrence . mf any, Hofthe6e—fits; enumerated ;in' par� I grojilis 14,13 &ough l4JJ'or p6riigiail5l�:15il through 15.2.4 in6l usive; but OWNER' Inust. give :CONTRACTOR immediate written notice' (with a copy t6 FNGINFER),stkong the. reasons f6rstich.actlonard pr6inptl_ ' " 'the amount : any y. pay CONTRACTOR �t oun so withheld, or adjustihent'ihiiir6to 064ed io by and CONTRACTOR, when CONTRACTOR corrects to OWNERS satisfiiction 'the. rcasons._liirouch ,action Substandal Cotiriplefimi: I 30 EJCL)C(3ENERAL'CONDIIIO 19103 (1990E(fitim W/ CiTibF I-'ORT COLLINS MODIFICATIONS , NS (REV I 41 , 2000) 0 149: OWN have the right to exclude Col'fl RA the" ftirkafter ' the d4ta of Substantial tbt OWNER shall --allc;y CONTRACTOR reasonable, am to complete, or 66rreict items oti the teritative list., Parliaflffili.6ado'n: 14AU. No occupancy or separate operation of pan of the Workz-wlilLbe accomplished prior to compliance with the requir"e'nien-ts of pvfa' ' bh'5 5" in revect0 "' - - f _gm 71 1 propery assurance. I final Inspection: 14.11. Upon written notice 5om CONTRACTOR that the entire Work 'or an -agreed portion' Ih6ebf is complete, GIN? will make a final ' inspection with-,MNAR d CbIRACTOR and will n6dfl`COY(IRAI,Oi writing of all particulars in %vhicht�is,insPCcti6o.revealns . that the VA - is incomplete or jffcinC()Nl'RAClPR shall immediately take such-measttrcs ass are riecessiryto 'Complete such %voik- or remedy such d6fiei6n6ics., .FinalApplication for Pqynient., FjCDC GENFkALC6NDIII6i4S 191" (16 N*atim) w/dw'01;'i--6R:T Cowr�s Mtb6aikkndN's (RhV,v2600) to' furnish such ',it 'release or receipt ' in full, is CONTRACTOR may funnish -a'D6nd or other collateral satigfictbry'to bNAWM to indemnify OWNER against any Lien- Releascs 6i waivers of liens and the,c6nsent or the i4et%- to rinali�gDnent are to -be subraitted on f6mis confoirmino to the f6imatof the OWNEWS standard Terms bound in the Proiect manual. Final Pajnient,andAccepiance: of thc Steely, Othe payment d the bal"ce-aue far that p6-fti6n of the Work (filly c6inpleted and accepted shall be submittal by CONTRACTOR-lio ENTGM-IR With the Application for such payment. JSucfi�payment.sfiidl be made dhder. the "terms and; conditions,g6verrafig'final payment, , -except that it shellshellnot corPtiiutc!.a4ivCT of claims" Wdiver of Claims: 14.15: the making and,ac; cep nce of final payment Al constitute: 14.15.1.ia %6iv-6i of all claims by,OWNER �apin9 CONTRACTOR except claims,arising fiorl unsettled Liens, from."ktoctive Work appexrrjog after 31 0 ftnal.,Jftspection parziun'tit to, paragraph� 11,I1, from failure t6coic omply with the'Conirket Documents:or the� terms ofany°special guarimices-specified therein. or from tmf RACTOR'i i continu irgubji �'&q om mider the Co'n'tract Documents; and 14,152.'A'waiver of alLclaims by CONTRACTOR agilnst OIAW Mi'other-than thosepreviously,,mnde.in writing and still u=ttled; ARTICLE IS -SUSPENSION OF NVORK: AND, �TERIXIINXIION 01111AWR AIdjSusP6zd IMoA, 15.1. At on),.. time and without cause. OWNER,may ,suspend theWork. or any portion'Llicreof foT.a,period of not more tlmn "!mTieCy ' kfays� by notice' "in '.writing' to. ,CONTRACITOR-and ENGINEER 'W"hi6h will Rx`thc dine, , 'whichWork resumed. (:orrRA:c-v6WshalI ,on - will be ie�unicd resume'the Wcrk-.on6e &tc- s6'fixid,'C7ON`fRAGf0R shall be allovyed.an-a-0justment in tho'Ctintract Noc or aw exiemmon 'of the Contract Times, 'or both;. directly ,.3,taihuiAlc to any sit c ' h So m'_ if CONTRACTOR :make',- 'fin' ..approvedC,i ri:r& as :Provided 'iii, Articles_ I I and 12. owAlf-'-fi Alay TePninate:, 15.2. Upon'the occurrence of any 'one or more of the following events: '15.2.1. ifCONTRACTOR persistenily,f,,iilsto,perfonn the Wojk-iif ndordAnce*ivith the C6ntribt Documents. (mcludmg but not I ratted to failure to supply sufficient skilled workers 'or -suitable 'materiaL'or.equipment or fiilbi� to adhere to -the pr6jrm schedule :�stablished tunder ' ' h 9 —s --i"" I . ,paragrap, 1 att'djustea finont'time to-firiii pursuant to paragraph 6.(�_, .15.2 I Jf CONTRACTOR disrcgar&s Laws' or, Reg6latio"hs6fany �pij6li6,b4l�,tvii*j'uri'sdic'ti"01""t 1523', if,'CONTRACTOR disreg.vds.the authority of ENGWEER; ,or 15.2.4. if CONTRACTOR 6thicrwi sexiolates in any �subsiantial way any pro'Visioimls_^ of 'the 'Cootracl Documenti- EJCDC rjENTM'C0M*n0NS 19 10:9 1 i 00 Edtiffl) 32 wtdiiOF FORT 00'LLIN's MODIFICATIONS t?&V41-7000) 0 1.5.31 Where CONMACi;c'teTOR'q services have heen' 'so �' tcrrninated'by OWNER] rminution 'will -not affect' any rights or remedies of 0%%INFR against CONTRIkCTOR thFnc.,'a's4ngor-%vhich may " thereafter nqcrue. Any retention or payment 'of moficy's' '-due (,6NrRA(:fOR' by 61VNIFIZ will not 'release CONTRACTOR from liatiliiy, 15.4. - Upon seven dayt written notice to COMFRAC`FOR and FNGIN13HR, OWNER, ,��ithout ' c r au I w ' and without prcjuihce to inty,other: right ,it remedy of bWNER, elect to tennina[ethe'Agreement. in such. :case, CONTR AC-l'OR' shall be .Paid duplication of any items):, 15A.I. forcoriplewd and acceptableWork-exe6uted in accordancc;vvltli D&uments firior.to' the -`effective date � of , tenhination,.including fair; . and reasoitable sums'for overhead and profit on such 15 4-2. for expenses sustained prior,tblheieffective .date- of rm 11 I I ... 1, . . I teination in performing services and fur-riS'hind, Iab6r; materials or e`q6jpme'nt' as re'quir_ed by the .Contract thict Documents in :connection with uncom plet W6rk, plus fair and reasonable siiiiis for overhead profit o,in�su h overhead . I . - .1 . F, expense ; 15A.3Fbi all claims; costs, losses and daamjfes _ir.�ttiement of terminated cQi�cu with incurred Sub60mractbrk-'Suppliers and others;,and 45:4.4,,for reasonable e:ipenses directly, attributable t6te,immation. CONTRACTOR shall notIbe paid on'account of lossW anticipated profits or revenue or other 'ieconomic, IQSS aqsmg,omqf6rrv- I— gri"omismliterinmajon- ' ' - termination ' ' CONTRACTOR Aft(t, SIqqi'W6rA- or Ternainate:, 15.5. M throuahnotti or fault of CONTIR-4GI-OK the Wdikis'suspea&il for ii'p.'eriod 6raiiaie than'niriety� days by OWNER or under an 'c'ider of courtpublic. . I F authohty; or PWGlNEF.R:fiiWtb,act on any .4plication for Payment within thirty days..after it is submiittd or OkVNFR,Fails f6rihifty days topay coNTRACrok, any iined�to be due;en CONTRACT OR dayi,writen.ticc16 OWNER and provided OWNER or ENGINEER do not an Aimlication for payment within thirty days after it amounts due CONTRACTOR. The nrovisinnq of this naraizrmih I S.5 are not TiCt Tiniesprothc attributable to 06N by this paragraph. ARTICLE 16—DISPUTE RF-SOIXTION to the txtent that OWNER greed on the method `arid p s.. b6veen them that m tent, such dispute resolution shalLbe.as set forth in E land or by ARTICLE 17—AUSCEMAINTOPS Ghiiik Notice 17.1. Whenever any provision of th ' e Cohtrnci Documents TC tres the giving of written notice, it will be, deemed to'lia%Tbeenlv6lidly giv&i it delivered in perko to the& iniduril or to a member 6f the firm,'m,to fan offer{of the corporation for vi orn -it is iritendc(l, orifdelivered ' at or �sent by registered orlceriified mail, P I 06'tage'prepracl, to the Masi busmess address known to the giver of the nonce. 47.2. Cooutciti&hqfThite 17.1,1; When:any period of time -is referred tb-,in the: Contract Documents by days. it -will be-computedto exclude'the first iod'include thc.la�i da)',of-siich p6'rio , d. If the - list day I ' 6 . fkiy_ ' such"period falls-'611-a =' Sunday, or on a,ciay mhmadei Ickiii holiday by the applicable jurisdiction, such day will .be omitted from the computation. wdTv'r&i76k6bru_ri morm.`icAn O'N'S (R'b%'4/2000) 171.2. A,*calcndq'rAay of twenty-fb& hours measured from midnight to the next midnight will constitute a Notice of CLathr; 11J' Should dWNE-R'o'rCONTRACTOR suffer injury or &mai!e topenxin or,proPC rty beciruse,,.of any error, to, the -other 'm' rty wiffin, a reasonable time c observance of such injury, or damage. The.pr( this nampronh 1732shall not be.congtrued as a Piqfiksioizal TLav and Court Costs Included: 17,5: Whenever iererencq is made',to,"clAims, costs, losses and daniajes", it skill ificlude, in each ease, out not be 1, Lmited to, all kes and -charges of engineers; arc nests; attorneys and other professionals and all. court, or cibiiration or o'6er dispute resolution costs. 17.6. The laws of -the State of Coloradlumply- to —this AFieemeht.. Reference to two pdtinent Colorado statutes areas follows 17,62. If f a claim is fled,,QWNEk-is required by law (CRS 38-26-107) to withhold from all payments to CONTRACTOR sufficient funds to inure ;the payment of allclaims.for lahor,,matt Taft team hire. susteriance -provisions, provender, or other supplies used -or consumed'by .CONTRACTOR or his 33 0 0 0 0 • FjCDC OE'NEKi%L CONDMON51910-8 (1940, E(ilim) 34 a'( CITY OF FORTOOLLINS MODIFICAMNS(REiV 42000) West Prospect Road Project No. 211-224 Geotechnical Investigation Report July 29, 2013 GEOTECHNICAL ENGINEERING REPORT INTRODUCTION This report presents the results of our geotechnical study for the proposed New Mercer Canal replacement structure crossing West Prospect Road in Fort Collins, Colorado. The proposed improvements consist of replacing the existing crossing of New Mercer Canal with a bridge or box culvert. The purpose of our study includes: ® Evaluating the general geotechnical characteristics of the subsurface soils for the proposed project focusing on the structures, Providing preliminary geotechnical recommendations and parameters for the design and construction of the proposed structures, and Pavement recommendations. A field exploration program consisting of geologic reconnaissance and exploratory drilling was conducted to obtain information on subsurface conditions. Yeh and Associates, Inc., through the use of private drilling subcontractor, drilled and logged exploratory borings. Soil samples were obtained during the field explorations and examined by the project personnel. Representative samples were tested to determine the classification and engineering characteristics of the on -site materials. Based on the information obtained, Yeh and Associates completed an evaluation of subsurface conditions. The recommendations contained in this report are based upon our understanding of the proposed project, the results of field and laboratory testing, engineering analyses and our experience with similar soil conditions and structures. Discussion of geotechnical engineering considerations is included in this report. PROPOSED CONSTRUCTION Based on information provided by KDG Engineering, we understand the project involves replacing the existing, bridge over the New Mercer Canal on West Prospect Road. The existing bridge is relative small in length, 30 to 40 feet and 80 to 90 feet wide. A section of the roadway pavement will have to be replaced on both sides of the bridge to accommodate bridge construction. SITE EXPLORATION The scope of the services performed for this project included site reconnaissance by a representative of Yeh and Associates, a subsurface exploration, laboratory testing and engineering analysis. Two borings placed on each side of the existing New Mercer Canal structure crossing West Prospect Road as shown on the Boring Location Plan, Figure 1 by Yeh and Associates, Inc. The borings were drilled on January 5, 2012. 1 9 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 11 of 36 CThis pale Icfl blank inlcnfib6MIy.) EJCDC GENERAL CONDI'RONS 191" (1990 Edlim) wl CITY OF FORT COLLINS MODIFICATIONS OtEV d2000J 35 • 0 0 3G EiCDCUE tx i CONDMOM1910-9(Mb,ectiliau; ul CITY OF FORT COLLI NS moDiFICA-nONS (REV4/1000) EXHIBIT CC -A. to General Conditions of the Construction Contract; Between QWNER anti CONTRACTOR DISPUTE. RESOLUTION AGREEMENT_ OWNER, arid'CONTRACTOR hereby rigree that Article 16 of the Gcneral,Conditions of -the-,Construction. Contract between OWNER and 'CONTRAC•1.OR is amended to include following:a eenient'ofthepirties, 16.1: All claims disputes and other_. matters in question, between OWNER and;CONTRAGPOR' arising out of or rclatingro thc'C:ontract Documents or the breach thereof (except for claim.%'W* hR:h have been �,iived by the makine dr accentance of final bias meht 'as" provided :by' paragraph 14.15) will. b c `accordance ,with %the on .Rules of :the .Amcrinn obtaining :subject to -the tin agreement so to .arbitrate 'consent to arbitratc:cniefed provided in this Article•16 under theprcvailing law of to W 'referred to in accordancewith carli6,617(a) the dare a writtcn decision or FNGTNFER has rendered-o written. decision. in thereof in'accordance. With pameraph 9.11; and th to &mend;arbitration within said thirty days' Pei as for arbitration of rmy written decision of ENGINEER rendered in accordance witb_peragraph'9a0.will be made later than ten days .after the party making such dcmand'has. delivered Nvritten notice of intention to appealas provided E1CDC GENERAL CONDITIONs 100t- 606Edition) =w! CITY:OF F.ORTCOLLINS 6tODIFtCATION$ (REV.9l99) 16.4 E\cept as providedd paragraph 16.5.below, no arbitration arising,o6t of',or relmitig to the Contract Documents shall include by consolidation, joinder or in any other manner .any •other, person or entity '(iricludipg ENGINEER ENGINEER's C6hsultant and the olLcers directors agents,•enployeGc or consultants 9f any of thein) who is not a party to l}us contract unless: 16AL the inclusion of such other person or entity. is necessary, if complete relief is to lk afforded aiuong thine whciare iiheady parties to the i rbitnuio' nand 16.4 2:: xuch :other person or entity is• substarivally involvedin a question of law or fact which is common to those who, are already parties to, th'6 arbitration' and . which will arise in such proceedings, and 16.33, thc.wriucn consent of the other person of entity sought;to be 'included and of 01A'NER and CON I'RAETUR has been obtained for such inclusion; which consent.shall make spectGc'reference to t is Iximgraph; but no such consent shall consti consent to'arhitrauon Warty 1disputc not spccifieally dcscrilx in such consent_or to arbitration with any Mrty:not specifically identified in such consent. a to beingi joined in an arbitration between 'OWNER' and CONTRACTOR, involving, the Work of such Sdbcontractnc, Nothing in thrs:pa agmpFt 16'5 nor in;the pro i•ipon of such subcontract -consenting to: joinder "shall create an), claim, .right or csirse,of.action in favor or Subcontractor, and against OWNER, ENGINEER ;or ENGINEER'S Consultants thitdoes not otherwise exist. 16.6,- 'The'mvard rendered by the arbitititors wilfbe final, judgment may Ixi entered upon it in nny court having jurisdiction theieof, and 'it will not be 'subject to in diGcationor.appeaL OC:=A1 0 0 0 U FICDCOENERALCONDITIONS.1910-8 (1990Edilion) w/ CITY OF FORT.COLLI NS MODIFICATIONS (REV 9194) OC=A1 SECTION 00800 SUPPLEMENTARY CONDITIONS 0 Lill 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 City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: N/A Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 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: N/A SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. 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). SC-12.3 Add the following language to the end of paragraph 12.3. 10 Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. C� • • • SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: West Prospect Road Bridge Replacement at New Mercer Ditch CONTRACTOR: Mountain Constructors Inc. PROJECT NUMBER: 7557 DESCRIPTION: 1. Reason for change: 2. Description of Change: _ 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager DATE: REVIEWED BY: DA Title: APPROVED BY: DA Title: APPROVED BY: Purchasing Agent over $30,000 cc: City Clerk Contractor Engineer Project File Architect Purchasing DATE: 0 0 9 \ 0 CO � Nr R G G LL ± i i & 3 j §§§k§ $52a§ Z z OCD zF-§§e— °/oz2§ \22�§2 ao <)ƒ < k \ ) \ \ 3 cu < ® M z co — m i \\ e S § \ E ) / \\ _ / / Q y » 2 k� 0-0L)� ( < {\L< ) 0 <2 `° e ° a * ° 2.. 2 » m� £2< §0 z § e _ _= 2:®2 § e 2 z 3§ Uc ouE> m / 2� & \ \/ \ (k CO/ yo£\J § (\ j / < /\ 0 j)\\\ G{ \ < ° ° ( f 2 & _ e = _ cl z _ - - _ $ o _ = { - co} - - f 7 j ) } < < < - LL 0 ( ( ( \ / > < [ / 3 3 2 w _ : [ { ¥ t I £ ( ( / k ( < < < 5 ( co zm / u Em « \ § \ ° a� k $}/ < ±�am )® § co k § §}) \ 6) 6 6 E 6 2 ) b f ] / ] / / / k ( e West Prospect Road Geotechnical Investigation Report Project No. 211-224 July 29, 2013 The borings were advanced by Custom Auger Drilling using their CME 55 drill rig equipped with 4-inch diameter solid stem auger. The subsurface conditions encountered in the borings were logged by a representative of Yeh and Associates. The recorded penetration resistance measurements were obtained by driving a modified California sampler or a standard penetration sampler typically at 5-foot intervals, into the subsurface materials with a cathead and rope dropped 140-pound hammer falling 30 inches. The driving procedure is similar to ASTM D1586, "Standard Test Method for Standard Penetration Test (SPT) and Split Barrel Sampling of Soils". The penetration resistance value (blow counts and N-value) is a useful index to the consistency and relative density or hardness of the materials encountered. Groundwater measurements were made in each boring at the time of site exploration and then the borings were backfilled for safety considerations. The groundwater measurements are noted on the boring logs. The boring logs are included in the Appendix A. The borings were located in the field by pacing from existing features. The accuracy of boring locations should only be assumed to the level implied by the method used. LABORATORY TESTING Samples retrieved during the field exploration were tested by Yeh and Associates and were classified in accordance with the Unified Soil Classification System. An applicable program of laboratory testing was developed to determine engineering properties of the subsurface materials. Following the completion of the laboratory testing, the field descriptions were confirmed or modified as necessary and the boring logs were prepared. These logs are presented in Appendix A. The boring logs and laboratory test results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with the applicable local or other accepted standards. Selected soil samples were tested for the following engineering properties: • Water content • Dry density • Grain size • Plasticity Index • Water soluble sulfate content • Resistivity • Chlorides • Swell/Consolidation • Unconfined compressive strength The laboratory test results are presented in Appendix B. 2 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 12 of 36 w ItLL U N 0 a m N LU O U O0000000O000000O000000O00000000O Q 0 0000000000000000000000000000000 O co m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 7 co �cflv�c»U3U3U�U>cflE»�v3e»U3u3v�F»c�u3e»u3v3Vr6»F»E»ekv�F»U E»E»f» W L 0 N Un (6 N ._ O (4 d 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 0 06 >O Q Q Ui Ui U) U> Uf U3 U3 U) U} U> U)EA U3 U) 6A U> w U! 6 w 6 U> U3 6 U3 U} U) UJ 0 U3 E C)o� o c� O o o O o 0 0 0 0 0 Co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O o O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O U Y 770 a)O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � U) U> U) U9 U! 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FCPRST-0.0-CONST TABLE OF CONTENTS 1. Index of Special Provisions a. Project Special Provisions • b. Standard Special Provisions The following are attached separately 2. BID SET Plans Prepared for: City of Fort Collins Engineering Department 281 North College Avenue Fort Collins, CO 80522-0580 (970)221-6605 Prepared by: ® KDG Engineering LLC 3500 S Wadsworth Blvd. Suite 400 Lakewood, CO 80235 (720)420-9069 0 This Page Left Blank Intentionally 0 9 0 CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET • COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS CITY OF FORT COLLINS The Colorado Department of Transportation Standard Specifications for Road and Bridge Construction 2011 controls construction of this project. The following Special Provisions supplement or modify the Standard Specifications and take precedence over the Standard Specifications and plans. When specifications or special provisions contain both English and SI units, the English units apply and are the specification requirement. PROJECT SPECIAL PROVISIONS Description Date Written Page Index Pages Sept 9, 2013 1 P-2P Notice to Bidders Sept 9, 2013 3P Commencement and Completion of Work Sept 9, 2013 4P Revision of Section 101 - Definition of Terms Sept 9, 2013 5P Revision of Section 102 - Project Plans and Other Data Sept 9, 2013 6P Revision of Section 105 - Claims for Contract Adjustment Sept 9, 2013 7P Revision of Section 107 - Legal Relations and Responsibility to Public Sept 9, 2013 813-91? Revision of Section 107 - Insurance Sept 9, 2013 lop Revision of Section 107 - Protection and Restoration of Property and Landscape Sept 9, 2013 lip Revision of Section 109 - Measurement and Payment Sept 9, 2013 12P Revision of Sections 202 and 412 - Removal and Replacement of Concrete Sept 9, 2013 13P-14P Pavement Revision of Section 202 - Removal of Bridge Sept 9, 2013 15P-18P Revision of Section 202 - Removal of Pavement Marking Sept 9, 2013 19P Revision of Section 203 - Excavation and Embankment Sept 9, 2013 20P Revision of Section 208 - Erosion Control Sept 9, 2013 21 P Revision of Section 211 - Dewatering Sept 9, 2013 22P-23P Revision of Section 212 - Tree Retention and Protection Sept 9, 2013 24P-29P Revision of Section 216 - Soil Retention Blanket (Straw/Coconut) Sept 9, 2013 30P Revision of Section 304 - Aggregate Base Course Sept 9, 2013 31 P Revision of Section 412 - Portland Cement Concrete Pavement Sept 9, 2013 32P-33P Revision of Section 509 - Stainless Steel Angle (Special) Sept 9, 2013 34P-36P Revision of Section 514 - Pedestrian Railing (Steel) (Special) Sept 9, 2013 37P-39P Revision of Section 601 - Sandstone Veneer Sept 9, 2013 40P-47P Revision of Section 601 - Structural Concrete Stain Sept 9, 2013 48P-51P Revision of Section 608 - Concrete Sidewalk (Special) Sept 9, 2013 52P Revision of Section 608 - Color Staining, Sealing and Stamping (Special) Sept 9, 2013 53P-57P Revision of Section 608 - Concrete Driveway Entrance Type 1 Sept 9, 2013 58P Revision of Section 630 - Construction Zone Traffic Control Devices Sept 9, 2013 59P Revision of Section 630 - Portable Message Sign Panel Sept 9, 2013 60P-61 P Revision of Section 630 - Temporary Pavement Marking Sept 9, 2013 62P Force Account Items 63P Utilities 64P 0 CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT CITY OF FORT COLLINS P7260 STANDARD SPECIAL PROVISIONS (Revision of Section 105 - Disputes and Claims for Contract Adjustments ,Revision of Section 106 - Certificates of Compliance and Certified Test Reports ;Revision of Section 107 - Project Payrolls Revision of Section 107 - Responsibility for Damage Claims, Insurance Types, and Coverage Limits !Revision of Sections 107 and 208 - Water Quality Control, Under One Acre of Disturbance 'Revision of Section 108 - Critical Path Method !Revision of Section 108 - Liquidated Damages ;Revision of Section 108 - Subletting of Contract !Revision of Section 109 - Compensation for Compensable Delays !Revision of Section 109 - Measurement of Quantities jRevision of Section 109 - Measurement of Water ;Revision of Section 109 - Prompt Payment Revision of Sections 203, 206, 304 and 613 - Compaction !Revision of Section 206 - Imported Material for Structure Backfill jRevision of Section 206 - Structure Backfill (Flow -Fill) !Revision of Sections 206 and 601-Backfilling Structures that Support ! Lateral Earth Pressures ;Revision of Section 208 - Erosion Log !Revision of Section 212 - Seed jRevision of Section 213 - Mulching !Revision of Section 250 - Environmental, Health and Safety Management Revision of Section 401 and 412 - Safety Edge Revision of Sections 412 - Portland Cement Concrete Pavement Finishing Revision of Sections 412, 601, and 711 - Liquid Membrane -Forming Compounds for Curing Concrete September 9, 2013 BID SET Date No. of Pages (January 31, 2013) 31 (February 3, 201 1) 1 (May 2, 2013) 1 (February 3, 201 1) 1 (May 2, 2013) 3 (August 19, 2011) 1 (May 2, 2013) 1 (January 31, 2013) 1 (May 5, 2011) 1 (February 3, 201 1) 1 (January 06, 2012) 1 (January 31, 2013) 1 (July 19, 2012) 2 (July 19, 2012) 2 (April 26, 2012) 2 (July 29, 2011) 1 (January 31, 2013) 1 (April 26, 2012) 1 (January 31, 2013) 4 (July 19, 2012) 1 (May 2, 2013) 2 (February 3, 201 1) 1 (May 5, 2011) 1 'Revision of Section 601 - Concrete Batching (February 3, 2011 ) 1 Revision of Section 601 - Concrete Finishing (February 3, 2011 ) 1 ,Revision of Section 601 - Concrete Form and Falsework Removal (July 28, 2011) 2 !Revision.of Section 601 - Concrete Slump Acceptance (July 29, 2011) 1 Revision of Section 627 and 708 - Pavement Marking Paint (January 31, 2013) 2 'Revision of Section 630 - Construction Zone Traffic Control (February 17, 2012) 1 ;Revision of Section 630 - Retroreflective Sign Sheeting (February 3, 201 1) 1 !Revision of Section 630 - Signs and Barricades (January 31, 2013) 1 jRevision of Section 703 - Concrete Aggregate (July 28, 2011) 1 (Revision of Section 712 - Water for Mixing or Curing Concrete (February 3, 2011) 1 ,,Affirmative Action Requirements - Equal Employment Opportunity (February 3, 2011) 10 ;Disadvantaged Business Enterprise - Definitions and. Requirements (February 3, 2011) 14. 0 2P �J PROJECT SPECIAL PROVISIONS CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET is NOTICE TO BIDDERS Pursuant to subsections 102.04 and 102.05, it is recommended that bidders on this project review the work site and plan details. Information regarding the project may be obtained from the following listed representatives. Mark Laken Fort Collins Engineering 281 North College Avenue Fort Collins, CO 80521 970-222-3546 Stan Kobayashi, P.E. KDG Engineering, LLC 3500 S. Wadsworth Blvd. Lakewood. CO 80235 303-420-9069 The above referenced individuals are the only representatives with authority to provide any information, clarification, or interpretation regarding the plans, specifications, and any other contract documents or requirements. 0 1• J 3P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET 9 COMMENCEMENT AND COMPLETION OF WORK The Contractor shall commence work under the Contract on or before the 20th day following the date of award unless such time for.beginning the work is changed by the City in the "Notice to Proceed." The Contractor shall complete all work within 180 calendar days in accordance with the "Notice to Proceed". Section 108.03 of the Standard Specifications is hereby revised for this project as follows: The Contractor's progress schedule may be a bar chart type schedule. Salient features to be shown on the Contractor's Progress Schedule are: 1. Construction Traffic Control 2. Clearing and Grubbing 3. Removals 4. Erosion Control 5. Utility Relocations 6. Coordination with the New Mercer Canal Company 7. Structure Excavation and Backfill 8. Cast -in -place Concrete Box Culvert 9. Concrete Pavement 10. Curb, Gutter and Sidewalk 11. Urban Design — Stone Installation 12. Final Striping and Signing 13. Cleanup and punch list 14. Seeding (Work to be dune under Substantial Completion)(No time charge) • 4P West Prospect Road Project No. 211-224 Geotechnical Investigation Report July 29, 2013 SITE CONDITIONS The existing structure crossing under Prospect Road is two spans. The easterly span has a clear opening of about 15 feet and the westerly span has a clear opening of about 9 feet. The ditch water in the westerly span is conveyed in a 7-foot diameter culvert. The structure foundations are unknown. Two borings were drilled in close proximity of the structure. Boring locations are shown on Figure 1. The westerly boring PRYA-3 encountered 8 inches of PCC pavement and 4 inches of base course overlying 18 feet of loose to medium dense clayey sand, followed by 4 feet of loose silty sand. Below the silty sand, sandy clay was encountered to 64 feet where the boring was terminated. The easterly boring PRYA-4 encountered 8 inches of PCC pavement overlying 8 feet of very stiff sandy clay. Below the sandy clay, 3 feet of medium dense silty sand was encountered, followed by 10 feet of medium stiff sandy clay and then 12 feet of loose clayey sand. The boring was terminated at 34 feet. Bedrock was not encountered in either boring at the Prospect bridge. GROUNDWATER CONDITIONS Groundwater was encountered at the following depths at the time of field exploration. Boring Number Depth to Water Table (feet) PRYA-3 18 PRYA-4 18 These observations represent groundwater conditions at the time of the field exploration, and are not indicative of other times or at other locations. Groundwater conditions will change with varying seasonal, when the ditch is running water, and weather conditions and other factors. Depending upon the depth of excavation and seasonal conditions, groundwater may be encountered in site excavations. CONCLUSIONS AND RECOMMENDATIONS Water Soluble Sulfates The concentration of water soluble sulfates measured in the sample obtained was 0.06 percent. This concentration of water soluble sulfates represent a Class 0 degree of sulfate attack on concrete exposed to these materials. The degree of attack is based on a range of Class 0 (negligible) to Class 3 (very severe) as presented in the American Concrete Institute (ACI) Manual. The Class 0 requirements for sulfate resistance are provided in Section 601.04, CDOT Standard Specifications for Road and Bridge Construction. Based on these sulfate test results, the soils present a negligible potential for sulfate attack on concrete. Results of soluble sulfate testing indicate that ASTM Type I, Portland cement may be specified for all project concrete on and below grade. However, if there is no (or minimal) cost differential, use of ASTM Type II Portland cement is recommended for additional sulfate resistance of construction concrete. 3 0 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 13 of 36 CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT REVISION OF SECTION 101 DEFINITION OF TERMS Section 101 of the Standard Specifications is hereby revised for this project as follows: Subsection 10 1. 10 CDOT Resident Engineer 101.28 Department, 101.29 Engineer, and 101.76 State September 9, 2013 BID SET shall be defined as the City of Fort Collins, acting directly or through its duly authorized representative or agent. 0 0 5P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET • REVISION OF SECTION 102 PROJECT PLANS AND OTHER DATA Section 102 of the Standard Specifications is hereby revised for this project as follows: Subsection 102.05 shall include the following: Contract Documents and supporting information will be available for review until the date set for opening of bids at the following locations: 1. Online at the City of Fort Collins Buy Speed Webpage, www.fcgov.com/eprocurement 2. City of Fort Collins Purchasing Department, 215 N. Mason Street, 2°d Floor, Fort Collins, Colorado 80524 The following supporting information will be available: • Geotechnical Engineering Report • City's Survey After the proposals have been opened, the low responsible bidder may obtain from Fort Collins Engineering, at no cost: 10 sets of plans and special provisions; and if available for the project, one set of full-size major structure plan sheets, and one set of computer output data. If the low bidder has not picked up the plans and other available data by 4:00 p.m. on the second Friday after bid opening, they will be sent to the Resident Engineer in charge of • the project. Additional sets of plans and other available data may be purchased on a cash sale basis from the City of Fort Collins at current reproduction prices. Subcontractors and suppliers may obtain plans and other data from the successful bidder or they may purchase copies on a cash sale basis from the City of Fort Collins at current reproduction prices. • 6P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET 0 REVISION OF SECTIONS 105 CLAIMS FOR CONTRACT ADJUSTMENT Sections 105 of the Standard Specifications are hereby revised for this project as follows: In subsection 105.22, shall be revised as follows: The Colorado Department of Transportation will not participate in the resolution for any claims filed by the contractor. Contract claims will follow the appropriate procedures of Subsection 105.22 except that all claims will be handled by Fort Collins or its duly authorized representative. The following terms shall be defined as follows: Project Engineer shall be Fort Collins Engineering, acting directly or its duly authorized representative. District Engineer shall be Fort Collins Engineering, acting directly or its duly authorized representative. Chief Engineer shall be Fort Collins Engineering, acting directly or its duly authorized representative. 9 7P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -1- REVISION OF SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC Add subsection 107.061 immediately following subsection 107.06 as follows: 107.061 Performance of Safety Critical Work. The following work elements are considered safety critical work for this project: (1) Removal of bridge Str. No. FCPRST-0. I -BRTW (2) Temporary works: falsework, shoring that exceeds 5 feet in height, cofferdams, and temporary bridges (3) Work requiring the use of manes or other heavy lifting equipment to set a girder, to make overhead repairs, or includes special provisions for Removal of Bridge or Removal of Portion of Bridge. Also when construction materials are being lifted that may fall onto active traffic lanes. (4) Excavation and embankment adjacent to the roadway, especially if it requires shoring The Contractor shall submit, for record purposes only, an initial detailed construction plan that addresses safe construction of each of the safety critical elements. When the specifications already require an erection plan, a bridge removal plan, or a removal of portion of bridge plan, it shall be included as a part of this plan. The detailed construction plan shall be submitted two weeks prior to the safety critical element conference described below. The construction plan shall be stamped "Approved for Construction" and signed by the Contractor. The construction plan will not be approved by the Engineer. The Construction Plan shall include the following: • (1) Safety Critical Element for which the plan is being prepared and submitted. (2) Contractor or subcontractor responsible for the plan preparation and the work. (3) Schedule, procedures, equipment, and sequence of operations, that comply with the working hour limitations (4) Temporary works required: falsework, bracing, shoring, etc. (5) Additional actions that will be taken to ensure that the work will be performed safely. (6) Names and qualifications of workers who will be in responsible charge of the work: A. Years of experience performing similar work B. Training taken in performing similar work C. Certifications earned in performing similar work (7) Names and qualifications of workers operating cranes or other lifting equipment A. Years of experience performing similar work B. Training taken in performing similar work C. Certifications earned in performing similar work (8) The construction plan shall address how the Contractor will handle contingencies such as: A. Unplanned events (storms, traffic accidents, etc.) B. Structural elements that don't fit or line up C. Work that cannot be completed in time for the roadway to be reopened to traffic D. Replacement of workers who don't perform the work safely E. Equipment failure F. Other potential difficulties inherent in the type of work being performed (9) Name and qualifications of Contractor's person designated to determine and notify the Engineer in writing when it is safe to open a route to traffic after it has been closed for safety critical work. (10) Erection plan or bridge removal plan when submitted as required elsewhere by the specifications. Plan requirements that overlap with above requirements may be submitted only once. 8P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET 9 -2- REVISION OF SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC A safety critical element conference shall be held two weeks prior to beginning construction on each safety critical element. The Engineer, the Contractor, the safety critical element subcontractors, and the Contractor's Engineer shall attend the conference. Required pre -erection conferences or bridge removal conferences may be included as a part of this conference. After the safety critical element conference, and prior to beginning work on the safety critical element, the Contractor shall submit a final construction plan to the Engineer for record purposes only. The Contractor's Engineer shall sign and seal temporary works, such as falsework, shoring etc., related to construction plans for the safety critical elements, (1) Removal of Bridge and (2) Temporary Works. The final construction plan shall be stamped "Approved for Construction" and signed by the Contractor. The Contractor shall perform safety critical work only when the Engineer is on the project site. The Contractor's Engineer shall be on site to inspect and provide written approval of safety critical work for which he provided signed and sealed construction details. Unless otherwise directed or approved, the Contractor's Engineer need not be on site during the actual performance of safety critical work, but shall be present to conduct inspection for written approval of the safety critical work. When ordered by the Engineer, the Contractor shall immediately stop safety critical work that is being performed in an unsafe manner or will result in an unsafe situation for the traveling public. Prior to stopping work, the Contractor shall make the situation safe for work stoppage. The Contractor shall submit an acceptable plan to correct the unsafe process before the Engineer will authorize resumption of the work. When ordered by the Engineer, the Contractor shall remove workers from the project that are performing the safety critical work in a manner that creates an unsafe situation for the public in accordance with subsection 108.06. Should an unplanned event occur or the safety critical operation deviate from the submitted plan, the Contractor shall immediately cease operations on the safety critical element, except for performing any work necessary to ensure worksite safety, and provide proper protection of the work and the traveling public. if the Contractor intends to modify the submitted plan, he shall submit a revised plan to the Engineer prior to resuming operations. All costs associated with the preparation and implementation of each safety critical element construction plan will not be measured and paid for separately, but shall be included in the work. Nothing in the section shall be construed to relieve the Contractor from ultimate liability for unsafe or negligent acts or to be a waiver of the Colorado Governmental Immunity Act on behalf of the Department. 9P 9 0 0 CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT REVISION OF SECTION 107 INSURANCE Section 107.15 is hereby revised to read: September 9, 2013 BID SET For this project all insurance certificates shall name Fort Collins, the Colorado Department of Transportation, and the New Mercer Ditch Company as an additionally insured party. lop CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE Section 107 of the Standard Specifications is hereby revised for this project to include the following: Add the following to section 107.12: See the Revision of Section 212, Tree Retention and Protection, for the protection and trimming of existing trees that interfere with, or are affected by, execution of the Work, whether temporary or permanent construction. :I* 11P 0 0 CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT REVISION OF SECTION 109 MEASUREMENT AND PAYMENT Section 109 of the Standard Specifications is hereby revised for this project as follows: September 9, 2013 BID SET Subsection 109.06 — Partial Payments, paragraph (a), (Standard Amount Retained). Delete the second sentence beginning with "The amount to be retained...", and replace with the following: The amount to be retained will be 5% of the value of the completed work. Subsection 109.07 — Payment for Materials on Hand (Stockpiled Material). Delete and replace with the following: Partial monthly payments to the Contractor for completed work will include payment only for materials actually incorporated in the Work unless otherwise approved by the Engineer. 12P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -1- REVISION OF SECTIONS 202 AND 412 REMOVAL AND REPLACEMENT OF CONCRETE PAVEMENT Sections 202 and 412 of the Standard Specifications are hereby revised for this project as_follows: In Subsection 202.02 delete the sixth paragraph and replace with the following: The areas of concrete pavement to be removed shall be isolated in both the longitudinal and transverse directions by the double saw cut method of sawing in accordance with FHWA's publication entitled "Guide for Full -Depth Repairs". Sawing shall be accomplished with the use of a diamond blade saw or approved equivalent. Sawing of the concrete pavement shall be done to a true line, with a vertical face, unless otherwise specified. Sawing shall be frill depth and shall go through the existing tie -bars and dowel bars, leaving free vertical edges at the limits of the removal. After sawing has been completed, the deteriorated concrete shall be lifted vertically from its position unless otherwise approved by the Engineer. Pavement breakers or jackhannners shall be used in the removal process where lifting is not possible. All loose materials shall be removed from the repair area. Removed concrete slabs and excavated soils shall become the property of the Contractor and shall be disposed of in accordance with subsection 202.07. After concrete pavement is removed, the underlying material will be evaluated by the Engineer. Unsuitable material shall be removed in accordance with subsection 206.03 and replaced with aggregate base course* of the class and depth specified in the Contract. 0 The subsequent aggregate base course (Class 5) shall be placed with moisture and density control in accordance Section 304. Subsection 202.11 shall include the following: Removal of concrete pavement will be measured by the square yard, completed to the required depth, and accepted. Subsection 202.12 shall include the following: Payment will be made under Pay Item Pay Unit Removal of Concrete Pavement Square Yard Payment for Removal of Concrete Pavement will be full compensation for all work and materials required to complete the item, including sawing, removing, and disposal of the concrete pavement. Structure excavation for removal of unsuitable material will be measured and paid for in accordance with subsection 206.07. Aggregate base course (Class 5) will be measured and paid for in accordance with Section 304 13P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -2- REVISION OF SECTIONS 202 AND 412 REMOVAL AND REPLACEMENT OF CONCRETE PAVEMENT Subsection 412.13 shall include the following Dowel bars and tie bars for replaced concrete pavement shall be placed in accordance with Standard Plan M-412- I unless otherwise directed by the Engineer. To anchor dowel bars and tie bars, holes shall be drilled into the sawed face of the existing slab, perpendicularto the joints. All alignments shall be measured and verified prior to the placement of concrete. Dowel baskets shall be used for -joints in repair areas that exceed more than one panel replacement. Compressed air shall be used to remove dirt and debris from all drilled holes. After cleaning and prior to bar insertion, epoxy grout shall be discharged to the back of the hole to force the grout forward. Sufficient epoxy grout shall be injected into the back of the hole in order to cover the bar over the entire length of embedment. Each bar shall be twisted a minimum of one full turn during insertion. Subsection 412.17 shall include the following: The smoothness of the replaced concrete shall be tested in accordance with subsection 105.07(a) In subsection 412.23, first paragraph, delete the first sentence and replace it with the following: The quantities of Concrete Pavement, Concrete Pavement (Patching), and Placed Concrete Pavement to be paid for under these items will be the number of square yards completed and accepted. Subsection 412.24 shall include the following: Payment will be made under: Pay Item Pay Unit Concrete Pavement (Patching) Square Yard Payment for Concrete Pavement (Patching) will be full compensation for all work and material required to place and finish the replacement concrete pavement in accordance with the Contract. 14P West Prospect Road Project No. 211-224 Geotechnical Investigation Report July 29, 2013 Chemical Testing Laboratory test results indicate that on -site soils have minimum resistivity of 503 ohm - centimeters and pH value of 8.5, considered basic. The soluble chloride laboratory test result was 0.03 percent. These values should be reviewed by a qualified corrosion engineer to determine their applicability to the project. Swell/Settlement Tests Swell/Settlement tests were conducted in general accordance with ASTM D4546 Procedure B to determine the swell or collapse potential of selected samples of the subsurface materials upon addition of water. The percent swell under a 500 psf surcharge varied from -1.5 percent to -0.4 percent (settlement). The percent swell under a 200 psf at 4 feet for pavement design was 0.1 percent. These test results indicate that the subgrade soils tested possess a low swell potential. The test results are summarized in Appendix B. Seismicity Based on the AASHTO LRFD Bridge Design Specifications (2010), the sites classifies as a Class D for seismic loading (Table 3.10.3.1-1). According to the USGS Seismic Design Parameters software (Version 2.10), using 2007 AASHTO guidelines, a factored peak ground acceleration (FPga*PGA) of 0.096g (g = gravity) may be used for this site, with a 7 percent probability of exceedance in 75 years (equal to an approximate 1000- year return period, as outlined by AASHTO). The horizontal response spectral acceleration coefficients at a 0.2-sec period (SDs) and 1.0-sec period (SDI) are 0.206g and 0.081g, respectively, for the same return period. These values may be used to construct the Design Response Spectrum for use in seismic design of the bridge structures. The values for the ground coefficient (PGA) and the spectral coefficients (Ss and Si) where obtained from the USGS 2007 Seismic Parameters GEOTECHNICAL CONSIDERATIONS Prospect Bridge The Prospect Road structure is underlain by loose to medium dense clayey sand/stiff to very stiff sandy clay. Bedrock was not encountered to a depth of 64 feet. Therefore deep foundations are not a viable foundation option for this replacement structure. At this site, considering the site has low to no scour potential and low to no swell potential, spread footings are viable foundation alternatives. The most cost effective structure for the site would appear to be a 4-sided box culvert. Prefabricated box culverts would facilitate stage construction and would accommodate the marginal bearing capacity of the clayey sand/sandy clay encountered at the anticipated foundation depth. Based on the results of our investigation, a box culvert is recommended. A pre -cast box culvert may be more efficient in the anticipated staged construction. The culvert can be designed as a mat foundation system in which the bottom of the culvert would act as the mat foundation. The wing walls maybe concrete cast -in -place wing walls supported on a spread footing foundation bearing on the native soils. Design and construction details for the foundation options are given for load factor and resistance design (LRFD). 4 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 14 of 36 CITY OF FORT COLLINS September 9, 201 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -I- REVISION OF SECTION 202 REMOVAL OF BRIDGE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work consists of removal of the existing bridge at Prospect Road over New Mercer Ditch. Bridge removal shall consist of the complete removal of all superstructure and substructure elements unless otherwise shown on the plans. Removal shall include all structures that presently convey the New Mercer Ditch beneath Prospect Road. Subsection 202.02 shall include the following: The removal of the existing bridge shall be performed in a safe manner. When removal operations are located over a railroad or in proximity to any live water way , additional coordination with the railroad or other agency, (United States Army Corps of Engineers (USAGE), US Fish and Wildlife Service, US Forest Service, etc.) shall be required. The Contractor shall submit a Bridge Removal Plan to the Engineer, for record purposes only, at least 20 working days prior to the proposed start of removal operations. This Plan shall detail procedures, sequences, and all features required to perform the removal in a safe and controlled manner. The Bridge Removal Plan shall be stamped "Approved for Construction" and signed by the Contractor. The Bridge Removal Plan will not be approved by the Engineer. The Bridge Removal Plan shall provide complete details of the bridge removal process, including: (1) The removal sequence, including staging of removal operations. Sequence of operation shall include a detailed schedule that complies with the working hour limitations. (2) Equipment descriptions including size, number, type, capacity, and location of equipment during removal operations. (3) Shoring that exceeds 5 feet in height, all falsework and bracing. (4) Details, locations and types of protective coverings to be used. The protective covering shall prevent any materials, equipment or debris from falling onto the property below. When removal operations are located over or in proximity to any live waterway, railroad, or pedestrian/bicycle path, additional width of protective covering sufficient to protect these facilities shall be required. Detailed methods for protection of the existing roadway facilities, including measures to assure that people, property, utilities, and improvements will not be endangered. (5) Detailed methods for protection of live waterways including minimization of turbidity and sedimentation, and protection of existing wetlands. (6) Detailed methods for mitigation of fugitive dust resulting from the demolition. (7) Details for dismantling, removing, loading, and hauling steel elements. (8) Methods of Handling Traffic, including bicycles and pedestrians, in a safe and controlled manner. 15P • 0 CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT REVISION OF SECTION 202 REMOVAL OF BRIDGE September 9, 2013 BID SET A Pre -Removal Conference shall be held at least seven days prior to the beginning of removal of the bridge. The Engineer, the Contractor, the removal subcontractor, the Contractor's Engineer, and the Traffic Control Supervisor (TCS) shall attend the Pre -Removal Conference. The Bridge Removal Plan shall be finalized at this Conference. The Contractor's Engineer shall sign and seal (1) and (3) listed above in the final Bridge Removal Plan. Calculations shall be adequate to demonstrate the stability of the structure remaining after the end of each stage of removal, before traffic is allowed to resume in its normal configuration. The final Bridge Removal Plan shall be stamped "Approved for Construction" and signed by the Contractor. The Contractor shall submit a final Bridge Removal Plan to the Engineer prior to bridge removal for record purposes only. The Contractor shall not begin the removal process without the Engineer's written authorization. Submittal of the final Bridge Removal Plan to the Engineer, and field inspection performed by the Engineer, will in no way relieve the Contractor and the Contractor's Engineer of full responsibility for the removal plan and procedures. Work within Railroad right-of-way shall be in accordance with Section 107. For bridge removal over railroads, including overhead wires, tunnels and underground facilities, approval of the bridge removal plans will be contingent upon the drawings being satisfactory to the railroad company involved. Unless otherwise directed, the Contractor's Engineer need not be on site when bridge removal operations are in progress, but shall be present to conduct daily inspection for written approval of the work. The Contractor's Engineer shall inspect and provide written approval of each phase of the removal prior to allowing vehicles or pedestrians on, below, or adjacent to the structure. The Contractor's Engineer shall certify in writing that the falsework, bracing, and shoring conform to the details of the final Bridge Removal Plan. A copy of the certification shall be submitted to the Engineer. The Contractor's Engineer shall inspect the bridge removal site and report in writing on a daily basis the progress of the operation and the status of the remaining structure. A copy of this daily report shall be available at the site of the work at all times, and a copy of the previous day's inspection report shall submitted to the Engineer daily. The Contractor shall have all necessary workers, materials, and equipment at the site prior to closing any lanes to traffic to accommodate bridge removal operations. While the lanes are closed to public traffic, work shall be pursued promptly and without interruption until the roadway is reopened to traffic. Removal of hazardous material shall be in accordance with Section 250. The Contractor shall take all steps to avoid contaminating state waters, in accordance with subsection 107.25. 16P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET O 3 REVISION OF SECTION 202 REMOVAL OF BRIDGE Should an unplanned event occur or the bridge removal operation deviate from the submitted bridge removal plan, the bridge removal operations shall immediately cease after performing any work necessary to ensure worksite safety. The Contractor shall submit to the Engineer, the procedure or operation proposed by the Contractor's Engineer to correct or remedy the occurrence of this unplanned event or to revise the final Bridge Removal Plan. The Contractor shall submit his Engineer's report in writing, within 24 hours of the event, summarizing the details of the event and the procedure for correction. Before removal of the protective covering, the Contractor shall clean the protective covering of all debris and fine material. Bridge removal may be suspended by the Engineer for the following reasons: (1) Final Bridge Removal Plan has not been submitted, or written authorization has not been provided by the Engineer to begin the removal. (2) The Contractor is not proceeding in accordance with the final Bridge Removal Plan, procedures, or sequence. (3) The Contractor's Engineer is not on site to conduct inspection for the written approval of the work. (4) Safety precautions are deemed to be inadequate. (5) Existing neighboring facilities are damaged as a result of bridge removal. Suspension of bridge removal operations shall in no way relieve the Contractor of his responsibility under the terms of the Contract. Bridge removal operations shall not resume until modifications have been made to correct the conditions that resulted in the suspension, as approved in writing by the Engineer. The Contractor shall notify all emergency response agencies of the proposed removal work and any detours 24 hours in advance of work. This shall include the Colorado State Patrol, local Police Department, local Fire Department, all local ambulance services, and the Sheriff's Department, as appropriate. Ali required traffic control devices, night time flagging stations, barricades and VMS signs shall be in place, with detours in operation, prior to the beginning of removal operations each day. Night work shall conform to the requirements of the MUTCD, Parts 1, 5, and 6. Prior to reopening the roadway to public traffic, all debris, protective pads, materials, and devices shall be removed and the roadways swept clean. Explosives shall not be used for removal work without the written approval of the Engineer. Removal shall include the superstructure, the substructure, which includes the piers, the abutments and wingwalls, the bridge rail, and any approach slabs and sleeper slabs. Removal of the substructure shall be taken down to at least I foot below the natural existing or future ground surface at the lowest point of interface with the abutment, unless otherwise approved by the Engineer. Holes resulting from substructure removal shall be backfilled with Structure Backfill (Class 2) to the adjacent existing grades. 17P 9 0 CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT 4 REVISION OF SECTION 202 REMOVAL OF BRIDGE September 9, 2013 BID SET All other materials removed from the existing structure shall become the property of the Contractor and shall be properly disposed of offsite at the Contractor's expense, unless otherwise stated in the plans. Existing structures, facilities, and surrounding roadways shall not be damaged by the removal operations. Damage that does occur shall be repaired immediately at the Contractor's expense. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Unit Removal of Bridge Each Payment for Removal of Bridge will be full compensation for all labor and materials required to complete the work, including, preparation and implementation of the Bridge Removal Plan, inspection, equipment, debris handling and disposal, salvaging, handling and storage of salvable materials, handling and disposal of all hazardous materials and disposal of non -salvable materials. Lighting required for nighttime operations will not be measured and paid for separately, but shall be included in the work. 18P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET /® REVISION OF SECTION 202 REMOVAL OF PAVEMENT MARKING Sections 202 of the Standard Specifications are hereby revised for this project as follows: In subsection 202.11, replace the second paragraph with the following: Removal of pavement marking will be measured as a lump sum, completed and accepted. Sandblasting of pavement that is to be covered with pavement marking material will not be measured and paid for separately, but shall be included in the removal of pavement marking. 0 19P l J CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised for this project as follows: In subsection 203.03(a), first paragraph, after the second sentence add the following: September 9, 2013 BID SET All embankment material shall consist of material that is essentially a granular soil with a minimum resistance value of 30 when tested by the Hveem Stabilometer. 20P CITY OF FORT COLLINS September 9, 201 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET REVISION OF SECTION 208 EROSION CONTROL METHOD OF MEASUREMENT Subsection 208.11 delete paragraph 7 and replace with the following: Payment for Erosion Control Supervisor shall be lump sum including all items necessary to complete the work. BASIS OF PAYMENT Subsection 208.12 shall include the following: Payment will be made under: Pay Item Erosion Control Supervisor Pay Unit Lump Sump 40 21P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET 0 1 REVISION OF SECTION 211 DEWATERING Section 211 is hereby added to the Standard Specifications for this project as follows: DESCRIPTION 211.01 This work consists of dewatering to facilitate construction activities. It is anticipated that the construction period will occur during the time when the irrigation canal is not being used. However, other sources of water in the project site may be present. CONSTRUCTION REQUIREMENTS 211.02 The Contractor is advised that groundwater and from stonnwater such as surface runoff or seepage due to rain, hail, snow, and snow melt are within the project limits and may require dewatering. The Contractor is advised to limit pumping of groundwater and surface runoff or seepage in all project excavations, by careful scheduling, expediting the work and use of conscientious construction methods. The Contractor shall conform to all applicable State and City of Fort Collins requirements. Permitting, removal, sample collection, analytical testing, containerization, transportation, and disposal or treatment of all contaminated groundwater will be in accordance with Section 107.25 Water Quality Control and as described in Section 250 Environmental, Health and Safety Management. 0 The Contractor shall: • (1) Minimize the disturbance of contaminated groundwater by avoidance. (2) Limit intrusion of groundwater into excavations. The Contractor shall obtain the appropriate Colorado Discharge Permit System (CDPS) general permit for management of groundwater from CDPHE Water Quality Control Division, as determined necessary. A completed application must be submitted to CDPHE at least four weeks prior to dewatering operations. The Contractor shall submit a Dewatering Plan to the Engineer at least four (4) weeks prior to the proposed start of dewatering operations. This Plan shall detail the Contractor's method of dewatering for all major excavations including caisson construction. The Dewatering Plan shall be stamped "Approved for Construction" and signed by the Contractor. The Dewatering Plan will not be approved by the Engineer. The Engineer will review the Dewatering Plan and issue a written acceptance letter or request for changes within two (2) weeks of receiving the Plan. If changes are requested the Contractor shall update the Plan and resubmit it to the Engineer within one (1) week after receiving the request for changes. The Engineer's written acceptance of the Dewatering Plan is required before construction. 22P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET 2 REVISION OF SECTION 211 DEWATERING The Dewatering Plan shall provide complete details of the Contractor's method for construction dewatering including: (1) Copies of all permits required for dewatering, treatment of and (or) disposing of water. (2) If applicable, copies of agreements for disposing of water in storm sewers, sanitary sewers etc. (3) Method and details for minimizing dewatering in excavations and during caisson construction. (4) Method of measuring groundwater discharge. (5) Equipment descriptions including size, number, type, capacity, and location of equipment during dewatering operations. (6) Methods of testing groundwater to determine appropriate disposal. (7) Detailed methods for disposal of water. (8) If applicable, name of facility where contaminated water is to be delivered to. BASIS OF PAYMENT 211.03 Payment for all work for Dewatering including preparation of the Dewatering Plan and all work for Section 250 will not be measured and paid for separately but shall be included in the work. Permitting, removal, sample collection, analytical testing, containerization, transportation, and disposal or treatment of all contaminated groundwater will not be paid for separately but shall be included in the work. Payment will be made under: a Pay Item Pay Unit Dewatering Lump Sum 40 23P E CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -1- REVISION OF SECTION 212 TREE RETENTION AND PROTECTION Section 212 of the Standard Specifications is hereby revised for this project as follows Subsection 212.01 shall include the following: Tree Retention and protection includes general protection and pruning of existing trees and plants that are affected by execution of the Work, whether temporary or permanent construction. The following definitions apply: (a) Caliper: Diameter of a trunk measured by a diameter tape or the average of the smallest and largest diameters at 6 inches above the ground for trees up to, and including, 4-inch size; and 12 inches above the ground for trees larger than 4-inch size. (b) Plant -Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction, and indicated on Drawings. (c) Tree -Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction, and defined by a circle concentric with each tree with a radius 1.5 times the diameter of the drip line unless otherwise indicated. (d) Vegetation: Trees, shrubs, groundcovers, grass, and other plants. Subsection 212.02 shall include the following: (d) . Protection -Zone Fencing: Fencing fixed in position and meeting the following requirements. Previously used materials may be used when approved by Engineer. Protection -Zone fencing will be considered incidental to the "Tree Retention and Protection" line item and will not be paid for separately. 1. Plastic Protection -Zone Fencing: Plastic construction fencing constructed of high -density extruded and stretched polyethylene fabric with 2-inch maximum opening in pattern and weighing a minimum of 0.4 lb/ft.; remaining flexible from minus 60 to plus 200 deg F; inert to most chemicals and acids; minimum tensile yield strength of 2000 psi and ultimate tensile strength of 2680 psi; secured with plastic bands or galvanized -steel or stainless -steel wire ties; and supported by tubular or T-shape galvanized -steel posts spaced not more than 8 feet apart. A. Height: 5 feet B. Color: High -visibility orange, nonfading. Add Subsection 212.061 immediately following Subsection 212.06 212.061 Tree Retention and Protection. (a) Submittals. 1. Samples for Verification: For each type of the following: A.Protection-Zone Fencing: Assembled Samples of manufacturer's standard size made from full-size components. 24P - City of Fort Collins Plarchasing ADDENDUM NO. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2n4 Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing Description of BID 7557: West Prospect Road Bridge Replacement at New Mercer Ditch OPENING DATE: 3:00 PM (Our Clock) October 9, 2013 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: 1) Revisions to the Plans/Bid Tab: Replace previous bid tab with attached revised bid tab. The Revised Bid Tab adjust quantities for Structural Concrete (Wall) and Structural Concrete (Box) that were described in Addendum #1, but not revised on the bid tab. Exhibit 1 — Revised Bid Schedule Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST STATEMENT ENCLOSED WITH THE ADDENDUM HAS BEEN RECEIVED. BE ACKNOWLEDGED BY A WRITTEN BID/QUOTE STATING THAT THIS Addendum 2 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 1 of 4 • • u West Prospect Road Geotechnical Investigation Report Project No. 211-224 July 29, 2013 0 Foundations For LRFD, the spread footings bearing upon undisturbed soils and/or engineered fill, has a nominal bearing pressure as shown in the below table. The factored bearing resistance, using a resistance factor of 0.45, is also noted below. These calculations are based on the assumption the spread footing will be founded in the medium dense clayey/silty sand at about 11 feet below the ground surface and the Wing walls will be founded 3 feet lower for frost protection (14 feet) The first table shows the nominal bearing resistance and factor bearing resistance for a range of base widths. The footings maybe designed with a sliding resistance factor of 0.30. Bf (ft.) Nominal Bearing Capacity (psf) Factored Bearing Capacity psf 3 4700 2100 4 5500 2450 5 6200 2800 15 14100 6340 20 18000 8100 26 22600 10200 Based on the nature of the structures and anticipated loads, the service limit will govern the design of the footings. The service limit loading (settlement) is dependent on the effective footing width (Bf) and the amount of allowable settlement as shown in the below tables. Prospect Road Wing Walls Bf (ft.) Settlement (inches) AP=2000 psf AP=2500 sf 3 0.60 - 4 0.64 - 5 0.73 0.88 Prospect Road Bridge Bf (ft.) Settlement (inches) OP=1500 sf AP=1750 psf AP=2000 sf 15 0.80 0.92 1.03 20 0.89 1.02 1.14 26 0.97 1.11 1.25 0 5 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 15 of 36 CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -2- REVISION OF SECTION 212 TREE RETENTION AND PROTECTION 2. Existing Conditions: Documentation of existing trees and plantings indicated to remain, which establishes preconstruction conditions that might be misconstrued as damage caused by construction activities. A. Use sufficiently detailed photographs or videotape. B. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plants designated to remain. (b) Quality Assurance. 1. Preinstallation Conference: Conduct conference at Project site. A.Review methods and procedures related to temporary tree and plant protection including, but not limited to, the following: (1) Construction schedule. Verify availability of materials, personnel, and equipment needed to make progress and avoid delays. (2) Enforcing requirements for protection zones. (3) Field quality control. (c) Project Conditions. 1. The following practices are prohibited within protection zones: A.Storage of construction materials, debris, or excavated material. B.Parking vehicles or equipment. C.Foot traffic. D.Erection of sheds or structures. E. Impoundment of water. F. Excavation or other digging unless otherwise indicated. G.Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated. 2. Do not direct vehicle or equipment exhaust toward protection zones. 3. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones and organic mulch. (d) Preparation. Locate and clearly identify trees, shrubs, and other vegetation to remain or to be relocated. Tie a 1-inch blue -vinyl tape around each tree trunk at 54 inches above the ground. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. 25P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -3- REVISION OF SECTION 212 TREE RETENTION AND PROTECTION Within the drip line of any protected existing tree, there shall be no cut or fill over a four -inch depth unless a qualified arborist or forester has evaluated and approved the disturbance. Prior and during construction, barriers shall be erected around all protected existing trees with such barriers to be of orange fencing a minimum of (5) feet in height, secured with metal T-Posts, no closer than six (6) feet from the trunk or at the drip line, whichever is greater. There shall be no storage or movement of equipment, material, debris or fill within the fenced tree protection zone. Modification of protective fence locations to accommodate construction shall be approved by the City Forester prior to moving or erecting a protective fence. Where the drip line of trees touch or overlap, place fence around groups of trees. During construction there shall be no cleaning of equipment or materials or the storage and disposal of waste material such as paints, oils, solvents, asphalt, concrete, motor oil or any other material harmful to the life of a tree within the drip line of any protected tree or group of trees. No damaging attachments, wires, signs or permits may be fastened to any protected tree. The installation of utilities, irrigation lines or any underground fixture requiring excavation deeper than six (6) inches shall be accomplished by boring under the root system of protected existing trees at a minimum depth of twenty-four (24) inches. The auger distance is established from the face of the tree (outer bark) and is scaled from the tree diameter at breast height as described in the tree protection chart of the Fort Collins • Land use Code Section 3.2.1. Construction shall be performed in a manner to not damage any existing tree. Clearance pruning of any tree on site shall only be by a Fort Collins Licensed Arborist under the direction of the City Forester. i Equipment access/drives shall be positioned to minimize travel over the root system of any existing tree. Equipment drive locations over the root system of any significant tree shall be approved by the City Forester with requirements to protect the compaction of exposed soil. Prior to constriction the contractor shall meet the City Forester on site to verify protected existing trees and the application of tree protection specifications. The Contractor shall wrap protected trees with concrete blankets or equivalent treatment whenever directed by the owner's representative. (e) Tree and Plant Protection Zones. Protection -Zone Fencing: Install protection -zone fencing along edges of protection zones before materials or equipment are brought on the site and construction operations begin in a manner that will prevent people from easily entering protected. Construct fencing so as not to obstruct safe passage or visibility at vehicle intersections where fencing is located adjacent to pedestrian walkways or in close proximity to street intersections, drives, or other vehicular circulation. 26P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -4- REVISION OF SECTION 212 TREE RETENTION AND PROTECTION Maintain protection zones free of weeds and trash. Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations, in a manner approved by Architect. Maintain protection -zone fencing and signage in good condition as acceptable to Architect and remove when construction operations are complete and equipment has been removed from the site. 1. Do not remove protection -zone fencing, even temporarily, to allow deliveries or equipment access through the protection zone. (f) Excavation. General: Excavate at edge of protection zones and for trenches indicated within protection zones according to requirements in Section 200 Earth Work. Trenching near Trees: Where utility trenches are required within protection zones, hand excavate under or around tree roots or tunnel under the roots by drilling, auger boring, or pipe jacking. Do not cut main lateral tree roots or taproots; cut only smaller roots that interfere with installation of utilities. Cut roots as required for root pruning. Redirect roots in backfill areas where possible. If encountering large, main lateral roots, expose roots beyond excavation limits as required to bend and redirect them without breaking. If encountered immediately adjacent to location of new construction and redirection is not practical, cut roots approximately 3 inches back from new construction and as required for root pruning. Do not allow exposed roots to dry out before placing permanent backfill. Provide temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain in a moist condition. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. (g) Root Pruning. Prune roots that are affected by temporary and permanent construction. Pruning roots 2" in diameter or greater must be reviewed by City Forester prior to pruning. Prune roots as shown on Drawings and as follows: 1. Cut roots manually by digging a trench and cutting exposed roots with sharp pruning instruments; do not break, tear, chop, or slant the cuts. Do not use a backhoe or other equipment that rips, tears, or pulls roots. 2. Temporarily support and protect roots from damage until they are permanently redirected and covered with soil. 3. Cover exposed roots with burlap and water regularly. 4. Backfill as soon as possible according to requirements in Section 200 Earth Work. 27P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -5- REVISION OF SECTION 212 TREE RETENTION AND PROTECTION Root Pruning at Edge of Protection Zone: Prune roots 12 inches outside of the protection zone, by cleanly cutting all roots impacted to the depth of the required excavation. (h) Crown Pruning. Prune all existing trees retained on City property by cleaning and thinning the canopy. Prune branches that are affected by temporary and permanent construction. Prune branches as shown on the Drawings and as follows: 1. Pruning Standards: Prune trees according to the City of Fort Collins Tree Management Standards (i) Regrading. Lowering Grade: Where new finish grade is indicated below existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. Raising Grade: Where new finish grade is indicated above existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. Q) Repair and Replacement. General: Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations, in a manner approved by Architect/Owner's Rep. I. Submit details of proposed root cutting and tree and shrub repairs. 2. Treat damaged trunks, limbs, and roots according to an ISA certified arborist's written instructions. 3. Perform repairs within 24 hours. 4. Replace vegetation that cannot be repaired and restored to full -growth status, as determined by Landscape Architect/Owner's Rep. Protected trees that are damaged during construction will be appraised by a qualified arborist, and the amount of damage appraised will be billed to the Contractor. Trees: Remove and replace trees indicated to remain that are more than 25 percent dead or in an unhealthy condition before the end of the corrections period or are damaged during construction operations that Landscape Architect/Owner's Rep determines are incapable of restoring to normal growth pattern. 1. Provide new trees of same size and species as those being replaced for each tree that measures 6 inches or smaller in caliper size. (k) Disposal of Surplus and Waste Materials. Disposal: Remove excess excavated material, displaced trees, trash and debris, and legally dispose of them off Owner's property. 28P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -6- REVISION OF SECTION 212 TREE RETENTION AND PROTECTION Subsection 212.07 shall include the following: Tree retention and protection will not be measured, but will be paid for on a lump sum basis. The lump sum price bid will be full compensation for all work required to complete the item, including installation and maintenance of protection -zone fencing. Subsection 212.08 shall include the following: Payment will be made under: Pay Item Tree Retention and Protection Pay Unit Lump Sum Ll 0 29P 0 E CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET REVISION OF SECTION 216 SOIL RETENTION BLANKET (STRAW/COCONUT) Section 216 of the Standard Specifications is hereby revised for this project to include the following: Subsection 216.01 shall include the following: For this project, the term "biodegradable soil retention blanket" is herein used to define any of the products covered under Section 216 and does not include Turf Reinforcement Mat as defined under Revision of Section 420. Delete Subsection 216.02(a) 4 and replace it with the following: Soil Retention Blanket (straw/coconut) shall be a machine produced mat consisting of 70 percent agricultural straw and 30 percent coconut fiber. The blanket shall be of consistent thickness with the straw and coconut fiber evenly distributed over the entire area of the mat. The blanket shall be covered on the top and bottom with 100 percent biodegradable natural organic fiber netting. The mesh size shall be approximately 1.0 to 0.50 inch. Netting shall be constructed using a Leno weave which allows strands of the net to move independently of each other. The blanket shall be sewn together on 1.50 inch centers with biodegradable thread. Material Requirements: Straw Content: 0.35 pounds per square yard Coconut Fiber Content: 0.15 pounds per square yard Netting: biodegradable organic jute fiber, top and bottom Thread: biodegradable Roll Width: 6.5 to 8.0 feet Roll Length: 108.0 to 112.5 feet Roll Weight: 50.0 to 69.0 pounds A sample of the Soil Retention Blanket (straw/coconut) shall be submitted to the Construction Inspector at least two weeks in advance of planned use on the Project for approval. 30P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised for this project as follows: Subsection 304.02 shall include the following: Materials for the base course shall be Aggregate Base Course (Class 6) as shown in subsection 703.03 The aggregate base course (Class 6) must meet the gradation requirements and have a resistance value of at least R=78 when tested by the Hveem Stabilometer method. Subsection 304.07 shall include the following: The quantity for aggregate base course will not be measured but will be the quantity designated in the Contract Documents unless field changes are ordered, the Contractor fails to furnish contract quantity or discrepancies are found in the plans. If field changes are ordered or plan quantity is not furnished, the quantity will be calculated using the revised dimension. The Engineer, prior to beginning the work, shall approve the additional or reduced volume of material in writing. No allowances shall be made for shrinkage, swell, or subsidence due to compaction of the existing ground or any other losses. The Contractor should be aware that the plan quantities were based upon application rate, in -place density, as shown in the General Notes of the plans. The Contractor's bid unit cost shall account for differing application rates or in -place densities for the materials he intends to furnish to the project as no quantity adjustments will be made for differing application rates or densities. The Engineer will verify placed quantities from delivery tickets furnished by the supplier. 31P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET • -1- REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE PAVEMENT Section 412 of the Standard Specifications is hereby revised for this project as follows: Subsection 412.16 shall include the following: A two year warranty period will be apparent for all Portland Cement Concrete Pavement placed as part of the construction project. The warranty period will begin the date the project has reached final acceptance. All improvements which do not meet the project's contract specifications, be it through substandard materials or workmanship, shall be removed and replaced at the Contractor's expense. The project will be inspected by City representatives on a quarterly basis throughout the duration of the two year warranty period. The City will develop a list of improvements which will need to be removed and replaced and deliver this to the Contractor. The City and Contractor will meet to finalize the list of improvements to be addressed along with determining the timing of the work to be completed. The following failures will result in removal of the Portland Cement Concrete Pavement, adjustment of the underlying material (if necessary), and the replacement with material meeting the project's contract specifications: • Pavement slabs containing one or more cracks through the full depth of the slab that separate the slab into two or more parts • Pavement slabs containing honeycombed areas • Pavement slabs containing an extreme void as defined above • • Pavement slabs containing more than one void greater in depth than half the pavement thickness • Pavement slabs containing a cumulative surface area of moderate and severe voids greater than one percent of the slab's total area • Pavement slabs containing 20 or more severe voids • Joints that are spalled over 50% their length • Concrete improvements constructed which do not meet specified grades in the plans. If water pools greater than 0.5" after a storm event, concrete improvements will need to be removed to nearest grades that meet the contract's intent and replaced, enabling proper drainage 0 All pavement slabs to be removed shall be removed in a manner that minimizes contamination of the removed pavement with underlying material. The removals shall be performed in accordance with the removal specifications for Portland Cement Concrete Pavement as are defined in the contract. The damaged pavement slab shall be cut in a straight, true line with a vertical face and shall be cut with a concrete saw. If the damage to the slab does not extend past the midpoint of the slab, half the panel can be removed and replaced. If the damage extends past the midpoint of the slab, the pavement shall be removed to the nearest joint. The removed concrete pavement shall become the property of the Contractor and disposed of outside the project site legally. All concrete pavement removed shall be replaced with concrete meeting the specifications for either Class E or P concrete, and shall match the thickness and finish of the existing pavement. For repairs on arterial and collector streets, concrete placed shall meet 3000 psi strength within 48 hours of placement. A minimum compressive strength of 3000 psi or .80 Fc, whichever is greater, and a minimum flexural compressive strength of 450 psi are required prior to opening the roadway to traffic. Prior to removing and replacing the damaged slab, a concrete mix design shall be submitted and approved. 32P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET O -2- REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE PAVEMENT The Contractor shall provide all traffic control necessary to reroute traffic during the removal, replacement, and curing for all concrete pavement not meeting the project's contract specifications. All traffic control plans shall be submitted to the City's Traffic Operations Department for approval. The Contractor shall notify the City's project manager at least 48 hours prior to beginning any removals. If any striping or stenciling is necessary after the work has been completed, the City will perform the striping. All costs incurred for the striping will be the responsibility of the Contractor. 0 33P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET 0 -1- REVISION OF SECTION 509 STAINLESS STEEL ANGLE (SPECIAL) Section 509 to the Standard Specifications is hereby revised for this project to include the following: Subsection 509.01 shall include the following: This work consists of the construction of stainless steel angle in accordance with these specifications and in conformity with the lines and grades shown on the plans or established. Add Subsection 509.131 immediately following subsection 509.13 as follows: 509.131 Stainless Steel Angle (Special). The stainless steel angle shall conform to the requirements of ASTM A276-13 Type 316. Sheet steel for prefabricated tubular metal fencing shall conform to the requirements of ASTM A526 Steel Sheet Zinc -Coated (Galvanized by the Hot Dip Process) and ASTM B 117 Salt Spray Testing as specified. Manufacturer(s): 1. M&R Fabricators, Inc. 3001 Rawhide Drive • Laporte, CO 80535-9330 T: 970.222.0109 e-mail: rustywiIIford@aol.com 2. DaVinci Sign Systems, Inc. 4496 Bents Drive Windsor, CO 80550 T: 970.203.9292 e-mail: info@davincisign.com 3. YESCO 3770 Joliet St Denver CO 80239 T: 720-458-7124 e-mail: jharshaw@yesco.com 4. Or approved substitute. Subsection 509.15 shall include the following: For the Stainless Steel Angle the Contractor shall submit shop drawings that clearly indicate the following: Profiles, sizes, spacing and locations of members Connections, attachments and anchor details Size and type of fasteners All fittings, mounting brackets, hardware and accessories Finishes, coatings and shop painting . Weld lengths and sizes 34P 0 West Prospect Road Project No. 211-224 Geotechnical Investigation Report July 29, 2013 If the existing structure is a box culvert, the foundation material will have been previously loaded and the settlements should be minimal. Considering, the water table depth as noted, the presence of cohesionless soil and the partially saturated cohesive soils, a portion of the settlement will occur as the box culvert is constructed. However, some additional settlement may occur if construction occurs shortly after the end of the irrigation season as we would anticipate the subsoils would be at or near saturation. Differential movement should be about'/2 to 3/ of the total movement, provided infiltration of water from any source is minimized. Additional foundation movements could occur if water from any source infiltrates the foundation soils, therefore, proper control of channel flows should be provided in the final design and during construction. Exterior foundations should be placed a minimum of 36 inches below finished grade for frost protection. However, as the culvert is designed to match existing channel grade, the need for frost protection should be evaluated. If minor seasonal movements can be tolerated and possibly necessary to maintain proper drainage, the need for foundation frost protection may be waived. Areas of loose, low density soils may be encountered at foundation bearing depth. When such conditions are encountered beneath foundation subgrades, the subgrade soils should be removed to a minimum depth of 12 inches. The soils should be replaced as engineered fill. Foundations should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. Foundation excavations should be observed by the geotechnical engineer. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Earth Pressures The box culvert based on its construction will have lateral earth pressure forces on the vertical walls of the culvert. The differences between the lateral forces on either side of the culvert will generally be relatively small and the culvert would be considered to be balanced with respect to lateral sliding of the culvert. The presence of the cover on the culvert will prevent lateral movement of the tops of the side walls, thereby preventing the development of full active earth pressures. Therefore, we recommend using at -rest earth pressures for design of the side walls of the culvert. For the on -site soils we recommend an at -rest equivalent fluid pressure of 65 psf per foot and a passive equivalent fluid pressure of 300 psf per foot. For the wing walls, if lateral movement is allowed and sufficient to mobilize the full active earth pressure, we recommend an equivalent fluid pressure of 45 psf per foot. These earth pressures do not include a factor of safety and are not applicable for submerged soil and hydrostatic conditions. n Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 16 of 36 CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET _Z_ O REVISION OF SECTION 509 STAINLESS STEEL ANGLE (SPECIAL) The Contractor shall include erection drawings, elevations and details where applicable. The Contractor shall submit a sample of stainless steel angle. Add Subsection 509.311 immediately after subsection 509.31 under Field Construction Requirements: 509.311 Stainless Steel Angle (Special): Shall be delivered in sections ready for installation with minimal field welding required. Store fabricated steel in a dry place to avoid condensation or damage to finish. Deliver stainless steel anchor bolts, sleeves, and stainless steel anchorage devices which are embedded in concrete to the project in time for installation under appropriate trades. Furnish setting drawings, templates and installation instructions as required. Fabricate Stainless Steel Angle in accordance with details and approved shop drawings. Upon completion, work shall be straight, rigid and tight and free of defects. Material shall consist of new stock of types and sizes indicated. Contractor shall verify dimensions on site prior to shop fabrication. Fit and shop assemble sections in largest practical sizes for delivery to site and installation. Supply components required for secure anchorage of fencing as indicated. Make cuts clean and sharp with edges ground smooth. Grind exposed welds smooth and flush with adjacent surfaces. Make exposed joints butt tight, flush and hairline. Close all exposed ends of tubing with welding caps. Welding shall comply with American Welding Society Standards for exposed architectural. metal work. Miter and cope intersections and weld all around. Remove splatter, grind exposed welds to blend and contour surfaces to match those adjacent. Inspection: Verify existing conditions to receive Stainless Steel Angle are satisfactory prior to commencing work. Report unsatisfactory conditions to General Contractor. Beginning of installation means acceptance of existing conditions. Supply items to be cast into concrete with setting templates and erection drawings to appropriate sections as required. Erect work square and level, free from distortion or defects detrimental to appearance or performance. Install panels and bollards according to approved shop drawings. Leave protective coatings in place until project is substantially completed. Remove and leave surfaces clean upon completion. Remove stained or otherwise defective work. Replace with new material. Touch up paint as required following installation. Workmanship, fabrication and shop connections shall be in accordance with AWS and AISC specifications. Welding shall be done by welder(s) certified for AWS, D.1 structural welding requirements. Installation shall be in accordance with the plans and details and with the manufacturer's recommendations as required. Stainless Steel Angle shall be installed in the locations and quantities shown on the Drawings and as detailed. Where applicable, the Owner's Representative shall approve the Stainless Steel Angle locations prior to fastening in place. 41 35P CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT -3- REVISION OF SECTION 509 STAINLESS STEEL ANGLE (SPECIAL) METHOD OF MEASUREMENT Subsection 509.04 shall include the following: September 9, 2013 BID SET Stainless Steel Angle (Special) Measurement shall be by the linear foot (LF) installed complete. Work shall include all stainless steel, stainless steel anchors, stainless steel hardware, concrete, finishes, reinforcing steel, mounting and other incidentals to the erection of the stainless steel angle. Subsection 509.33 shall include the following: Pay Item Stainless Steel Angle (Special) • CJ Pay Unit LF 36P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -1- REVISION OF SECTION 514 PEDESTRIAN RAILING (STEEL) (SPECIAL) Section 514 to the Standard Specifications is hereby revised for this project to include the following: Subsection 514.01 shall be include the following: This work consists of the construction of pedestrian railing and double swing gate in accordance with these specifications and in conformity with the lines and grades shown on the plans or established. Add Subsection 514.051 immediately following subsection 515.05 under the Materials Section: 514.051 Pedestrian Railing (Steel) (Special) Sheet steel or fabricated tubular metal or fabricated metal pipe fencing shall conform to the requirements of ASTM A526 Steel Sheet Zinc -Coated (Galvanized by the Hot Dip Process) and ASTM B1 17 Salt Spray Testing as specified. Manufacturer(s): 1. M&R Fabricators, Inc. 3001 Rawhide Drive Laporte, CO 80535-9330 T: 970.222.0109 e-mail: rustywiIIford@aoI.com 2. DaVinci Sign Systems, Inc. 4496 Bents Drive Windsor, CO 80550 T: 970.203.9292 e-mail: info@davincisign.com 3. YESCO 3770 Joliet St Denver CO 80239 T: 720-458-7124 e-mail: jharshaw@yesco.com 4. Or approved substitute. Pedestrian Railing (Special): Shall be delivered in pre -assembled sections ready for installation with no field welding required. Store fabricated steel in a dry place to avoid condensation or damage to finish. Double Swing Gate (Special): Shall be delivered pre -assembled sections ready for installation with no field welding required. Store fabricated steel in a dry place to avoid condensation or damage to finish. Deliver anchor bolts, sleeves and anchorage devices which are embedded in concrete to the project in time for installation under appropriate trades. Furnish setting drawings, templates and installation instructions as required. Pedestrian Railing and Double Swing Gate shall be galvanized and then painted. See drawings. Color(s) shall be as indicated on the Drawings. Fabricate Pedestrian Railing and Double Swing Gate shall be in accordance with details and approved shop drawings. Upon completion, work shall be straight, rigid and tight and free of defects. Material shall consist of 37P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET _2_ REVISION OF SECTION 514 PEDESTRIAN RAILING (STEEL) (SPECIAL) new stock of types and sizes indicated. Contractor shall verify dimensions on site prior to shop fabrication. Fit and shop assemble sections in largest practical sizes for delivery to site and installation. Supply components required for secure anchorage of fencing as indicated. Make cuts clean and sharp with edges ground smooth. Grind exposed welds smooth and flush with adjacent surfaces. Make exposed joints butt tight, flush and hairline. Close all exposed ends of tubing with welding caps. Welding shall comply with American Welding Society Standards for exposed architectural metal work. Miter and cope intersections and weld all around. Remove splatter, grind exposed welds to blend and contour surfaces to match those adjacent. Subsection 514.06 shall include the following: The Contractor shall submit shop drawings that clearly indicate the following: Profiles, sizes, spacing and locations of members Connections, attachments and anchor details Size and type of fasteners . • All fittings, mounting brackets, hardware and accessories Finishes, coatings and shop painting Weld lengths and sizes The Contractor shall include erection drawings, elevations and details where applicable. The Contractor shall submit a sample of the pedestrian railing and double swing gate material and samples of galvanizing and paint color(s). Inspection: Verify existing conditions to receive Pedestrian Railing and Double Swing Gate are satisfactory prior to commencing work. Report unsatisfactory conditions to General Contractor. Beginning of installation means acceptance of existing conditions. Supply items to be cast into concrete with setting templates and erection drawings to appropriate sections as required. Erect work square and level, free from distortion or defects detrimental to appearance or performance. Install panels and bollards according to approved shop drawings. Leave protective coatings in place until project is substantially completed. Remove and leave surfaces clean upon completion. Remove stained or otherwise defective work. Replace with new material. Touch up paint as required following installation. The tops of all posts shall be set to the required grade and alignment. Workmanship, fabrication and shop connections shall be in accordance with AWS and AISC specifications. Welding shall be done by welder(s) certified for AWS, D.I structural welding requirements. • Installation shall be in accordance with the plans and details and with the manufacturer's recommendations as required. Pedestrian Railing and Double Swing Gate shall be installed in the locations and quantities shown on 38P CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT -3 - REVISION OF SECTION 514 PEDESTRIAN RAILING (STEEL) (SPECIAL) September 9, 2013 BID SET the Drawings and as detailed. Where applicable, the Owner's Representative shall approve the Pedestrian Railing and Double Swing Gate locations prior to fastening in place. Subsection 514.07 shall include the following: Pedestrian Railing (Special) will be measured by the linear foot (LF) installed complete. Work shall include steel, hardware, galvanizing, painting, reinforcing steel, imagery cut outs, frame, posts, railing, pickets, mounting and all other incidentals to the erection of the pedestrian railing. Double Swing Gate (Special) will be measured by the linear foot (LF) installed complete. Work shall include steel, hardware, galvanizing, hinges, painting, reinforcing steel, frame, posts, railing, pickets, mounting and all other incidentals to the erection of the double swing gate. Subsection 514.08 shall include the following: Pay Item Pedestrian Railing (Special) Double Swing Gate (Special) Pay Unit LF LF 0 39P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET REVISION OF SECTION 601 SANDSTONE VENEER Section 601 of the Standard Specifications is hereby revised to include the following: DESCRIPTION This work consists of the construction clean new Sandstone Veneer, Sandstone Cap, and Sandstone Cap (Retaining Wall) masonry including mortar, grout, ties, anchors, accessories, and removal of surplus material and waste in accordance with these specifications, and in conformity the plans. MATERIALS Sandstone Veneer and Sandstone Cap masonry shall meet the following requirements (a) Reference Standards: A. ASTM E514: Standard Test Method for Water Penetration and Leakage Through Masonry. Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. B. Stone masonry work shall be in accordance with the recommendations and standards of the American Standards Association. C. ASTM: American Society of Testing and Materials. D. ASTM C144: Standard Specification for Aggregate for Masonry Mortar. E. ASTM C150: Standard Specification for Portland Cement. • F. ASTM C270: Standard Specification for Mortar Mix. G. ASTM C476: Standard Specification for Mortar and Grout for Reinforced Masonry. H. ASTM E514: Standard Specification for Moisture Resistance in Masonry Assemblies. LPCA, current edition. (b) Sandstone Rock Units: Sandstone Rock: Colorado Buff Sandstone and one of the following: Pennsylvania Blue Sandstone OR Forest Green Sandstone OR Emerald Cliff Sandstone, see drawings. A. Finish: Faced saw -cut on exposed surfaces. Stone with broken or fractured surfaces shall be rejected. B. Color(s): See drawings. C. Depth Range: See drawings. D. Standard Height Range: See drawings. E. Length Range: See drawings. F. Corners: See drawings. (c) Approved Suppliers: A. Crystal Landscape Supplies CO. B. High Plains Stone, CO C. TimberRock Landscape, CO D. The Rock Garden, CO. E. Other suppliers meeting the requirements of this section are acceptable as approved by the Engineer prior to bidding. 40P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -2- REVISION OF SECTION 601 SANDSTONE VENEER (d) Mortar and Grout Materials A. Portland Cement: ASTM C150, Type I, natural. B. Hydrated Lime: ASTM C207, Type S for new construction. C. Aggregate Sand: ASTM C144. D. Coarse Aggregate for Grout: ASTM C404, less than 3/8". E. Water: ASTM C270, clean and suitable for domestic consumption. F. Mortar Coloring: To match existing adjacent moss rock sign project — see drawings G. Admixtures: Pozzolan with approval; calcium chloride not permitted. H. Integral Water Repellent: Integral polymeric -based water repellent admixture, conforming to ASTM E514 and achieving an E (Excellent) rating, RainBlok for Mortar by ACM Chemistries, Inc., Norcross, GA, (877) 226-1766, or approved equal. Integral water repellent shall be used in all exterior stone masonry construction. (e) Mortar and Grout Mixes A. Mortar Mixes for Stone Masonry Veneer: ASTM C270, Type N mortar with hydrated lime for all new veneer masonry construction. Minimum compressive strength of 750 psi at 28 days, or as indicated on the Structural Drawings: 1. 1 part Portland cement, Type 1. 2. 1/4 to 1/2 part hydrated lime. 3. 2-1/4 to 3-1/2 parts damp, loose sand. 4. Integral water repellent. 5. Mortar coloring. B. Masonry Grout Mix: Minimum compressive strength of 3,000 psi at 28 days: 1. 1 part Portland cement, Type 1. 2. 2-1/4 to 3 parts damp, loose sand. 3. 1 to 2 parts coarse aggregate. 4. Pozzolan as per manufacturer's recommendations. 5. Air entrainment shall be not more than 5% by volume. C. Mixtures may change as per manufacturer's recommendations to meet requirements. D. Non -Shrink Structural Grout: Refer to Section 05120. 0 Stone Masonry Accessories A. Stone Masonry Veneer Ties: per plans and details. B. Anchors: Furnish and set all anchors, ties, and dowels: stainless steel. 41P CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT is -3- REVISION OF SECTION 601 SANDSTONE VENEER (g) Sealer A. Clear Masonry Sealer: None. CONSTRUCTION REQUIREMENTS Submittals September 9, 2013 BID SET Supplier and Installer: Submit name of installer and quarry/supplier from which stone will be received for approval by the Owner. Contractor Qualifications: Installer shall have five (5) years successful experience installing stone on projects of similar scale and complexity. Shop Drawings: Submit shop drawings indicating dimensions of stone units, types of cuts, face texture and installation details. Samples for Sandstone Rock: Submit sample board of specified blend of stone material for approval before delivery to the site — see drawings. Final approval shall be by the Owner. • Product Data: Submit manufacturer's product data and specifications for each type of mortar specified, including certification that each type complies with the specifications. Samples: Submit samples of manufacturer's full range of mortar colors for selection by the Architect. Mortar Analysis: Submit three (3) copies of the existing mortar analysis. Inspection and testing shall be performed by an independent testing laboratory, approved by the Architect, conforming to ASTM E149, E514 and C270. Testing fees shall be paid as specified in the General and Supplementary Conditions. Test samples shall be taken at random to provide sampling over the course of work. Materials not conforming to these specifications shall be removed from the job and replaced. Sample Panel: Erect minimum 3'-0" x 3'-0" sample panel consisting of approved Sandstone Rock masonry that satisfactorily shows proposed color range, texture, bond, mortar and workmanship, including special coursing. A. Sample panel shall show an external corner condition Contractor shall not continue work until Engineer has accepted sample panel. B. Sample panel shall remain on site until work of this Section is complete and will be used as standard of comparison for balance of work. C. Sample panel may be constructed as a part of the permanent building construction if approved by the Owner. Delivery, Storage and Handling • Deliver stone material to the site on platforms or pallets. Keep stone completely covered and free from frost, ice and snow. Handle stone carefully to avoid chipping, breakage, contact with soil or contaminating materials. Store mortar materials in dry place. Damaged materials shall not be used. 42P CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT -4- REVISION OF SECTION 601 SANDSTONE VENEER Environmental Conditions September 9, 2013 BID SET Maintain materials and surrounding air temperature to minimum 50' F prior to, during and 48 hours after completion of stone work. During freezing or near -freezing weather, provide adequate equipment or cover to maintain a minimum temperature of 500 F and to protect stone work completed or in progress. Maintain temperature of mortar and grout between 70' F and 100' F. Contractor shall use only one (1) type mortar to ensure uniform color. Masonry cement is not permitted. Protect partially completed stone masonry against weather when work is not in progress by covering top of walls with strong, waterproof, non -staining membrane. Extend membrane at least 2' down both sides of walls and anchor securely in place. Cold Weather Installation: A. Do not use frozen materials or materials mixed or coated with ice or frost. B. Do not use anti -freeze compounds, calcium chloride or substances containing calcium chloride in mortar or grout. C. Do not build on frozen work. Remove and replace work damaged by frost or freezing D. Do not heat water above 106' F. E. When mortar or grout materials have been combined, temperature of the mixture shall not be less than 700 F or more than 100' F. F. Materials shall be preconditioned and protected as follows: 1. When air temperature is below 40' F and above 32' F, heat mixing water. Protect masonry from rain or snow for 24 hours by means of waterproof covers. 2. When air temperature is below 320 F and above 20' F, heat both sand and mixing water. Maintain a temperature of at least 40' F on both sides of walls by means of suitable covers or enclosures for 24 hours. 3. When air temperature is 20' F and below, heat sand, mixing water and block and provide heated enclosures. A temperature of at least 40' F shall be maintained within enclosures for 48 hours. 4. Periods required for protection and maintenance of specified temperatures may be reduced to 1/2 of those specified herein before if Type III Portland cement is used with the Engineer's approval. 41 43P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET • -5- REVISION OF SECTION 601 SANDSTONE VENEER G. Hot Weather Installation: 1. During very hot weather and drying wind, the Engineer may order very light fog spray of mortar bedding areas several times during the first 24 hours to prevent premature drying of mortar. Masonry Installation (a) General: A. Stone Masonry Installer shall check lines and levels and verify existing conditions prior to commencing work of this Section. Notify the Contractor in writing of conditions or discrepancies which may affect the successful installation of the stone masonry work. Do not begin work until conditions are corrected in a manner acceptable to the Installer. B. Ensure items built-in by other trades for this work are properly located and sized. C. Establish lines, levels and coursing. Protect from disturbance. Place stone masonry in accordance with lines and levels indicated on the Drawings. • D. Ensure that wall ties are been properly located and installed. E. Clean and dry stone units prior to installation. F. Installation of Veneer Ties. Install stainless steel corrugated dovetail anchor masonry veneer ties in dovetail stainless steel wall anchor slots in concrete columns and walls at regular intervals not to exceed 12" o.c. both ways over the face of the concrete. Ties/anchors shall be 12 gauge. G. Installation of Masonry Anchors. Install stainless steel cast -in dovetail masonry anchors and slots in accordance with manufacturer's written instructions and recommendations. Slots shall be 16 gauge. H. Properly install and embed anchors into mortar for random or coursed ashlar installations not to exceed 12" o.c. I. Provide product data sheet for ties, anchors, and slots, depicting proposed gauge of masonry anchors and proposed gauge of slots for Owner's Representative to review and approve prior to ordering. (d) Mortar Batch Control A. Measure and batch materials either by volume or weight such that the required proportions for mortar can be accurately controlled and maintained. B. Mix mortar ingredients for a minimum of five (5) minutes in a mechanical batch mixer. Hand • mixing in a wheelbarrow or other uncontrolled method is not acceptable. C. Do not use mortar which has begun to set or if more than 2-1/2 hours has elapsed since initial mixing. Retemper mortar during 2-1/2 hour period as required to restore workability. 44P West Prospect Road Project No. 211-224 Geotechnical Investigation Report July 29, 2013 We suggest using the on -site soils for backfill, as these soils will reduce the potential for significant water flows within the backfill. Wing walls should be designed to contain and direct flows away from the culvert backfill. If these measures are not incorporated in the culvert design or if other design considerations indicate that hydrostatic pressures and/or saturation of all or portions of the culvert wall backfill may occur, then drainage features behind the walls must be provided in the design. If Structural Backfill Material meeting the requirements of CDOT Specification 703.08(a) is used, the following equivalent fluid pressures are applicable: CActive........................................................................................35 psf/ft ®. Passive.....................................................................................400 psf/ft • At rest.........................................................................................50 psf/ft Backfill Placement Prior to fill placement the areas should be stripped to remove existing vegetation and other deleterious materials from construction areas. All exposed surfaces should be free of mounds and depressions, which could prevent uniform compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site or used to revegetate landscaped areas or exposed slopes after completion of grading operations. Fill against the culvert walls should be compacted to densities specified and accomplished with hand -operated tampers or other lightweight compactors. Overcompaction may cause excessive lateral earth pressures, which could result in wall movement. Clean on -site soils or approved imported materials may be used as fill material. Imported fill material should be reviewed by the geotechnical engineer prior to importing to the site. Engineered fill should be placed and compacted in horizontal loose lifts of 8 inches or less in thickness, using equipment and procedures that will produce a uniform fill with the recommended moisture contents and densities throughout the lift. Backfill shall uniformly distributed in layers brought up equally on all both sided of the box culvert. Recommended compaction criteria for engineered fill is 95 percent of the maximum dry density (AASHTO T99). In fill areas where the fill depth exceeds 10 feet, the fill placed greater than 10 feet below finished grade should be compacted to 98 percent of the maximum dry density (AASHTO T99). The recommendations for placement and compaction criteria presented herein, assume that fill depths will be about 10 feet. Fills of about 10 feet, when placed and compacted as recommended in this report, will experience some settlement (generally about 1 inch or less). The amount and rate of settlement will be increased if water is introduced into 7 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 17 of 36 CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -6- REVISION OF SECTION 601 SANDSTONE VENEER 1. Ensure addition of integral water repellent for exterior masonry construction, proportioned as recommended by the manufacturer. D. Colored Mortar: If colored mortar is specified, mortar color shall be pre -blended, not field mixed. E. Use mortar within two (2) hours of mixing at temperatures over 80 degrees F, and 2-1/2 hours at temperatures under 50 degrees F. (e) Joints A. General: Lay coursed modular units with 3/8" joints, unless otherwise indicated, except for minor variations required to maintain bond alignment. See drawings as joint thickness/width/depth varies per plans. B. Rake out mortar in preparation for application of caulking or sealants where shown. E. Remove excess mortar and smears upon completion of work. F. Point out or replace defective mortar to match adjacent work. G. Clean soiled surfaces using a non -acidic solution which will not harm adjacent surfaces. Consult masonry manufacturer for acceptable cleaners. (d) Installation of Stone Masonry 4D A. Lay, level and align corner units first. Lay stone masonry in pattern as indicated on plans. B. If masonry pattern requires, ensure that courses are of uniform height. Make vertical and horizontal joints equal and of uniform thickness to match existing. C. Tolerances: See drawings. D. Joint Width: See drawings. E. Do not shift or tap stone units after mortar has taken initial set. Where adjustment must be made, remove mortar and replace. (e) Mortar Bedding and Joints A. Head joints shall be well buttered for thickness equal to 1/2 face dimension of unit or panel and shall be shoved tightly so that mortar bonds well to both units. B. Joint Width: As specified above. (0 Tooling A. Exposed Joints: Tool joints as scheduled — see drawings. Rake out mortar in preparation for application of caulking or sealants as required. B. Exterior Face of Exterior Walls: See drawings. 4) C. Concealed Joints: Cut joints flush, unless otherwise shown. 45P L CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT -7- REVISION OF SECTION 601 SANDSTONE VENEER September 9, 2013 BID SET D. Exposed Bench Seat Slab Joints: Tool joints, except exposed horizontal joints shall be cut flush. E. Joints which are not tight at the time of tooling shall be raked out, pointed and then tooled. (g) Cutting and Fitting A. Cut and fill for fasteners, mounting plates, pipes, conduit sleeves and other items as required. Cooperate fully with other Sections to ensure correct size, shape and location. B. Obtain Architect's approval prior to cutting or fitting any area which is not indicated on the Drawings or which may impair appearance or strength of masonry work. (1i) Cleaning and Protection A. General: New stone masonry shall be thoroughly cleaned upon completion of the work. B. Remove and replace broken or fractured stone units. Remove excess mortar and smears upon completion of work. Point or replace defective mortar to match adjacent work. • C. Clean soiled surfaces exposed to view using a non -acidic solution which will not harm stone or adjacent materials. Consult manufacturer for acceptable cleaners. Use non-metallic tools in cleaning operations. Leave surfaces prepared for further sealers or coatings, if specified. • (i) Field Quality Control A. General: Installation of stone masonry units, mortar and grout, and workmanship of joints shall be in accordance with the standards approved in the sample panel. B. Stone masonry units shall be sound and free of cracks or other defects that may interfere with the proper placing of the unit or impair the strength or performance of the construction. C. Face or faces that are exposed shall be free of chips, cracks or other imperfections to the satisfaction of the Architect and Owner, except that chips not larger than 1/4" will be considered acceptable on a very limited basis. D. Contractor shall promptly remove rejected stone units or portions of the work and replace to match the quality of the approved sample panel. 46P CITY OF FORT COLLINS September 9, 2011 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -8- 0 REVISION OF SECTION 601 SANDSTONE VENEER METHOD OF MEASUREMENT Sandstone Veneer will be measured by the face square foot of veneer constructed and accepted. Wall anchors, ties, slots, mortar, grout will be considered incidental and included in the cost of the stone masonry veneer. Sandstone Cap will be measured by the linear foot of cap constructed and accepted. Rebar dowels, epoxy, grout will be considered incidental and included in the cost of the sandstone cap. Sandstone Cap (Retaining Wall) will be measured by the linear foot of cap constructed and accepted. Rebar dowels, epoxy, grout, mortar will be considered incidental and included in the cost of the sandstone cap. Wall anchors, wall ties, wall slots, grout, rebar dowels, and mortar will not be measured and paid for separately but shall be included in the work. BASIS OF PAYMENT The accepted quantities will be paid for at the contract unit price for each of the pay items listed below that appear in the bid schedule. Except as otherwise indicated on the plans or in the special provisions, all connecting devices will not be measured and paid for separately but shall be included in the work. Payment will be made under: Pay Item Pay Unit Sandstone Veneer Face Square Foot Sandstone Cap Linear Foot Sandstone Cap (Retaining Wall) Linear Foot 47P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET • _1_ REVISION OF SECTION 601 STRUCTURAL CONCRETE STAIN C� Sections 601 and 708 of the Standard Specifications are hereby revised for this project as follows: Subsection 601.01 shall include the following: This work consists of: (1) Class 2 surface finish of concrete to receive Concrete Stain; (2) providing and applying an opaque structural concrete stain to all concrete surfaces previously designated in the Contract to receive a structure concrete stain; (3) sealing of the concrete; and (4) provide up to 5-gallons of pre -mixed touch-up paint in aerosol spray cans. The color of the structural concrete stain shall be as noted on the plans, and shall be approved from test panels provided by the Contractor. The structural concrete stain shall be one of the following products or approved equals: 1. RAINSTOPPER RS400 — Semi Transparent Stain Textured Coatings of America Pro -Coat Systems, Inc. 5775 Stapleton Drive North Denver, Colorado 80216 303-322-9009 2. "Acrylic" Structural Concrete Stain Anchor Paint Co. of Denver, Inc. 641 South Jason Denver, Colorado 80223-2305 303-744-2361 3. Bridge and Highway Concrete Sealer, B97-Series The Sherwin-Williams Company 543A Santa Fe Drive Denver, Colorado 80204 303-893-1303 Subsection 601.03 shall include the following: Structural Concrete Stain 708.08. Subsection 601.09(f) shall include the following: All concrete forms shall be treated with a water based concrete form release agent prior to placing reinforcement for surfaces to which structural concrete stain is to be applied. 48P CITY OF FORT COLLINS September 9, 201 3 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -2- REVISION OF SECTION 601 STRUCTURAL CONCRETE STAIN In Subsection 601.14 (a) delete the third paragraph and replace with the following: Structural concrete stain shall be the final finish for all concrete surfaces designated on the plans and in these specifications. Delete Subsection 601.14(b)4 and replace with the following: Unless otherwise shown in the Contract, the structural concrete stain shall be applied to all exposed concrete elements of the structure above the ground line, and shall extend 1-foot below the finished ground line. Bridge bearing devices, curb and barrier cover plates, fence, and steel bridge rail shall be masked or otherwise protected to prevent structural concrete stain from coming into contact with them. The color of the Structural Concrete Stain shall have the written approval of CDOT prior to final hatching and application on the project. The final color of the Approved, structural concrete stain, shall be determined as follows: 1. 2 foot by 2 foot samples of the colors required by the Contract, shall be submitted to CDOT for Approval. The Stain samples shall be applied to a surface similar in texture to the concrete surface on which the stain will be applied on the project. The Stain samples shall be applied by the same methods to be used in field application. 2. At least three weeks prior to beginning of the application of the structural concrete stain, 100 sf test panels shall be prepared for final color Approval by CDOT. The test panels shall be produced on the actual concrete surface on which the final product will be placed, at a location designated by CDOT. The stain shall be applied to the test panels by the same methods to be used in the final field application. CDOT will be allowed one week for Approval after stain application to the test panels. Concrete finishing.and curing shall be completed in accordance with the specification prior to the application of the Stain. The concrete finish to which the structural concrete stain is to be applied shall be a Class 2 Finish, except as modified below: Following curing of the concrete in accordance with Subsection 601.13, all projections and bulges shall be removed and the surface sandblasted. Sandblasting shall profile the concrete surface, remove all form release agents, and all other deleterious materials that would inhibit the bond of the Structural Concrete Stain. The profile of the sandblasted concrete surface shall be equivalent to Concrete Surface Profile Three (CSP 3) as defined in Technical Guideline No. 03732, " Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Overlays" by the International Concrete Repair Institute. The Contractor shall provide a CSP 3 chip for use on the project. U 49P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET • -3- REVISION OF SECTION 601 STRUCTURAL CONCRETE STAIN 2. A mortar mix, proportioned by volume, consisting of one part Portland cement, two to three parts sand (conforming to the requirements of ASTM C 144), and an approved bonding agent shall be used to patch all holes produced by form ties, honeycombing, voids 1/2 inch or larger in any dimension, broken corners and edges, and other defects. The mortar mix shall include an approved bonding agent. The quantity and application procedure of the bonding agent shall be in accordance with the recommendations of the manufacturer of the bonding agent. Areas to be patched shall be moistened with water before the mortar is applied, and the patched area shall be float finished and left flush with the concrete surface without checking or cracking of patches. Patching shall be done when the ambient temperature is at least 40°F. Holes deeper than 3/4 inch shall be filled in layers that does not exceed 1/2 inch in thickness. 1. Within 24 hours prior to applying structural concrete stain, the concrete surface to be coated shall be cleaned by water blasting at a minimum pressure of 3,000 psi and at a rate of 4 to 14 gallons/minute, to remove dust, dirt, and other materials that would inhibit bonding of the coating. If the surface is contaminated before application of the coating, it shall be re -cleaned as required prior to application of the coating. New concrete shall be at least 28 Days old or as approved in writing by the coating manufacturer before the stain is applied. Two coats of stain shall be applied. Each coat shall be applied at a rate of 200 to 250 square feet per gallon. • (Approximately 3 mils dry film thickness.) The second coat shall not be applied until at least 12 hours after the application of the first coat. If the surface is contaminated between coats it shall be re -cleaned as stated above prior to application of the next coat. The stain shall be mixed mechanically and applied by spraying. Workmanship shall be such that the final stained surface is colored uniformly and presents a pleasing appearance. Any areas determined by CDOT to be insufficiently stained shall be re -stained. The stain shall be applied only when the ambient temperature is between 40°F and 90°F, and is anticipated to remain above 40OF for a minimum of twenty-four hours. The surface to be stained shall be dry and free of frost. Subsection 708.08 shall include the following: 708.08 Structural Concrete Stain: The Stain shall be a one -component, non -vapor barrier, solvent based acrylic resin. No sand or other texturing agents will be permitted. PHYSICAL PROPERTIES Solid by Weight: 51%, plus or minus 2% Solids by Volume: 34%, plus or minus 2% A material safety data sheet (MSDS) prepared in accordance with Federal Standard 313 and a complete set of • manufacturers mixing and application instructions shall be submitted to CDOT before the Contractor begins applying the Stain. 50P CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT -4- REVISION OF SECTION 601 STRUCTURAL CONCRETE STAIN Subsection 601.20 shall include the following: Pay Item Pay Unit Structural Concrete Stain Square Yard September 9, 201 BID SET 51P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET • REVISION OF SECTION 608 CONCRETE SIDEWALK (SPECIAL) Section 608 of the Standard Specifications is hereby revised for this project to include the following: Subsection 608.01 shall include the following: This work also consists the construction of concrete sidewalks with an integral vertical curb at the property line, as shown on the drawings. This work includes the reinforcing steel, additional concrete for the thickened edge, and additional excavation. Subsection 608.02 shall include the following: Reinforcing steel shall conform to the requirements of Section 602, Reinforcing Steel. Subsection 608.03 shall include the following: (g) Reinforcing steel shall conform to Section 602, Reinforcing Steel. Subsection 608.06 shall include the following: Concrete for the vertical curb and thickened edge and the reinforcing steel will not be measured separately but shall be included in the work for Concrete Sidewalk (Special). • Subsection 608.06 shall include the following: Payment will be made under: E Pav Item Pay Unit Concrete Sidewalk (Special) Square Yard All work necessary and incidental to the construction of the sidewalks with the integral vertical curb and thickened edge will not be measured and paid for separately but shall be included in the work. 52P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET -I- REVISION OF SECTION 608 COLOR STAINING, SEALING AND STAMPING (SPECIAL) Section 608 of the Standard Specifications is hereby revised for this project to include the following: In subsection 608.01, add the following: This work also consists of the provision and installation of chemical staining and sealing of concrete and concrete stamping as identified below, in conformance with these specifications and in conformity with the lines and grades shown on the plans. Chemical staining and sealing is for sidewalk areas only, as shown on civil drawings. In subsection 608.02, add the following paragraph: Chemical Staining and Sealing. Application: 1. Concrete surfaces shall be dry and properly prepared as described above. Protect surrounding areas from over -spray, run-off and tracking. Divide surfaces into small work sections using wall, joint lines, or other stationary breaks as natural stopping points. 2. Apply chemical stains full strength (undiluted) at the coverage rate recommended by the manufacturer and use application equipment described in the manufacturer's printed technical literature. The color of the liquid chemical stain has no resemblance to the final color produced on the concrete substrate. 3. Chemical stains normally fizz when reacting with the concrete. If fizzing does not occur, the substrate has not been adequately prepared or the concrete pH level is too low. If this should happen, contact the local representative for further recommendations. 4. Transfer chemical stain to the substrate by brush or spray and immediate scrub into surface. 5. Reaction time depends on wind conditions, temperatures, and humidity levels. 6. When multiple coats of one or more colors are required, washing and drying between colors is desirable to evaluate the color prior to the next coat. 7. After the final coat of chemical stain has remained on the surface for a minimum of four hours, remove all residue by wet scrubbing with commercial grade detergent. Rinse surfaces after scrubbing until rinse water is completely clean. Run off may stain the adjacent areas or harm plants. Collect rinse water by wet vacuuming or absorbing with an inert material. 53P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET • -2- REVISION OF SECTION 608 COLOR STAINING, SEALING AND STAMPING (SPECIAL) Acceptable Manufacturers: L. M. SCOFIELD COMPANY, Douglasville, Georgia and Los Angeles, California (800) 800-9900 or the appropriate local contact: Eastern Division — 201-672-9050; Western Division — 323-720-3055; Central Division Office — 630-377-5959. 2. Duraamen, New York City/New Jersey — 212.386.7609, or appropriate local contact 3. CSI ChemSystems, Inc., Houston — 800.545.9827, or appropriate local contact 4. Approved substitute. Acceptable Materials: 1. LITHOCHROME® Chemstain® Classic; L. M. SCOFIELD COMPANY, reactive water -based solution of metallic salts which react with the calcium hydroxide in the cured concrete substrate to produce permanent, variegated or translucent color effects. Colors: Federal Standard 595C Color 30372 (similar to CS-2: Padre Brown) 2. Duraamen — Patinaetch chemical (acid) stain is Colors: Federal Standard 595C Color 30372 (similar to 2 eb, 1 ab) 3. CSI ChemSystems — CSI ChromaStain acidic stain Colors: Federal Standard 595C Color 30372 (similar to HBS #15, Buckwheat) 4. Colors selected above are approximate. Contractor shall provide full stain color chart from chosen manufacturer (Scofield, Duraamen, CSI ChemSystems, approved substitute) for owner's representative to select color of stain. Once color is selected, contractor shall provide 12" x 12" mock up of standard gray concrete, stained and sealed for Owner's Representative to review and approve prior to commencing with staining and sealing. 5. Approved substitute Sealers: Application of Sealer: 1. Concrete substrate shall be completely dry. 2. Sealer shall be produced by the chemical stain manufacturer. 3. Test surface for proper pH level prior to applying sealer. 4. Apply sealer according to manufacturer's written instructions at a rate of 300 to 500 square feet per gallon per coat. 5. Maintain a wet edge at all times. 6. Allow sealer to completely dry before applying additional coats. 7. Apply second coat of sealer at 90' to the direction of the first coat using the same application method and rates. 8. Seal horizontal joints in areas subject to pedestrian or vehicular traffic. 54P West Prospect Road Geotechnical Investigation Report Project No. 211-224 July 29, 2013 Sthe fill. The potential for pavement movement due to fill settlement should be considered in design. 0 Flow -fill meeting the requirements of CDOT specification section 206, maybe used as backfill to reduce construction time and potential settlement. However, the maximum layer thickness should be 3 feet. Additional layers should not be placed until the flow -fill has lost sufficient moisture and gain strength such that it maybe walked on without indenting more than 2 inches. Site Grading Site grading should conform to the City of Fort Collins and CDOT Standard Specifications for Road and Bridge Construction. We recommend permanent fill slopes be constructed at a maximum slope angle of 2.5 horizontal tot vertical unless they are constructed with engineered reinforcement. Excavation and Trench Construction Excavations into the on -site soils will encounter a variety of conditions. All excavations must comply with the applicable local, State, and Federal safety regulations, and particularly with the excavation standards of the Occupational Safety and Health Administration (OSHA). Construction site safety, including excavation safety, is the sole responsibility of the Contractor as part of its overall responsibility for the means, methods, and sequencing of construction operations. Yeh and Associates recommendations for excavation support are provided for the Client's sole use in planning the project, in no way do they relieve the Contractor of its responsibility to construct, support, and maintain safe slopes. Under no circumstances should the following recommendations be interpreted to mean that Yeh and Associates is assuming responsibility for either construction site safety or the Contractor's activities. We believe the overburden clay encountered on this site will classify as a Type C material, using OSHA criteria. OSHA requires that unsupported cuts be no steeper than 1'Y2:1 for Type C for unbraced excavations up to 20 feet in height. In general, we believe that these slope ratios will be temporarily stable under unsaturated conditions. Flattened slopes may be required if excavations encounter groundwater or the slopes will be exposed for an extended period of time. Please note that an OSHA -qualified "competent person" must make the actual determination of soil type and allowable sloping in the field. The soils encountered by the proposed excavations may vary significantly across the site. The preliminary classifications presented above are based solely on the materials encountered in widely spaced exploratory test borings. The contractor should verify that similar conditions exist throughout the proposed area of excavation. As a safety measure, it is recommended that all vehicles and soil piles be kept to a lateral distance equal to at least the depth of the excavation from the crest of the slope. The exposed slope face should be protected against the elements and monitored by the contractor on at least a daily basis. F*1 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 18 of 36 CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT -3- REVISION OF SECTION 608 COLOR STAINING, SEALING AND STAMPING (SPECIAL) Acceptable Manufactures: September 9, 2013 BID SET 1. L. M. SCOFIELD COMPANY, Douglasville, Georgia and Los Angeles, California (800) 800-9900 or the appropriate local contact: Eastern Division — 201-672-9050; Western Division — 323-720-3055; Central Division Office — 630-377-5959. 2, Duraamen, New York City/New Jersey — 212.386.7609, or appropriate local contact 3. CSI ChemSystems, Inc., Houston — 800.545.9827, or appropriate local contact 4. Approved Substitute. Acceptable Materials: 1. SCOFIELD® Selectseal-WT""; L. M. SCOFIELD COMPANY, water -based, clear aliphatic polyurethane specifically formulated for protecting chemically stained concrete hardscapes. 2. Duraamen — manufacturer recommended sealer 3. CSI ChemSystems, Inc. —manufacturer recommended sealer 4. Approved substitute. Protection: Protect staining/sealing from traffic and/or use for at least 72 hours after final application of sealer. Concrete Stamping Description : Forming materials, reinforcement, concrete, curing compound, and sealer, special imprinting and texturing tools, concrete placement and finish. Install in accordance with the current specifications and quality standards of stamp/imprint pattern manufacturer. Contractor shall have (5) five years minimum experience with concrete stamping/imprinting and shall have at least (5) five stamped/imprinted concrete installations of high quality. Evidence that the contractor is qualified shall be submitted to and approved by Owner's Representative. The contractor shall provide ajob site sample of (10) ten linear feet minimum to be reviewed and approved by the Owner's Representative prior to commencing remainder of work. Job site sample shall be the standard for the balance of the work installed, and if acceptable to Owner's Representative, job site sample may be retained as finished concrete surface adjacent to Prospect Road. ID 55P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET 9 -4- REVISION OF SECTION 608 COLOR STAINING, SEALING AND STAMPING (SPECIAL) Application: The area to receive stamped concrete shall have the sub -grade prepared and compacted as required by local governing authority and conditions, see specifications. 2. The formwork shall be installed in accordance with the drawings. The slab thickness shall be consistent with that of ordinary concrete slabs under the same conditions, 4" minimum slab thickness. The concrete shall have a minimum compressive strength of 4000 psi in severe freeze -thaw areas. Portland cement shall conform to ASTM C 150 Type I, II, or V, depending on soil conditions. Aggregates shall conform to ASTM C 33. Mixing water shall be fresh, clean and potable. In freeze -thaw areas only, an air -entraining admixture complying to ASTM C 260 shall be used to achieve an entrained air content for the particular mix used in accordance with the published recommendations of the Portland Cement Association and the American Concrete Institute. No admixtures containing calcium chloride shall be permitted. 3. Provide reinforcement as specified. 4. Control joints and/or expansion joints shall be provided in accordance with the drawings. As with any concrete slab, stamped concrete usually contains construction joints, control joints and expansion joints. The contractor shall advise and work with the architect/engineer to determine the best location for these joints to minimize the visibility of the joints and to minimize unsightly cracking. 5. The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface using standard finishing techniques. 6. While the concrete is still in its plastic stage of set, the stamping/imprinting tools shall be applied to the surface. 7. Approved curing method shall be applied in accordance with the manufacturer's recommendations immediately after completing the imprinting process for stamped slabs only. Cure using clear cure product. Acceptable Manufacturers: 1. Bomanite: Phone: (303) 369-1115, Fax: (303) 291-0282, Email: info n,bomanite.com 2. Scofield: Phone 1-800-800-9900 3. Brickform: Phone: 1-800-483-9628, Email: info@brickform.com brickform.com 4. Approved substitute. Acceptable Materials: 1. Bomanite Imprint Systems (stamped concrete) Pattern/Texture: Small Random Slate 2. Scofield LITHOTEX® Pavecrafters® imprinting tools and embossing skins Pattern/Texture: Pattern/Texture shall match Bomanite `Small Random Slate' 3. Brickform Texture Products/Texture Mats Pattern/Texture: Pattern/TextUre shall match Bomanite `Small Random Slate' • 4. Contractor shall submit full pattern/texture chart from chosen manufacturer (Bomanite, Scofield, Brickform, approved substitute) for Owner's Representative to review and approve pattern/texture of stamped concrete. 56P CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT -5- REVISION OF SECTION 608 COLOR STAINING, SEALING AND STAMPING (SPECIAL) METHOD OF MEASUREMENT Subsection 608.05 shall include the following: September 9, 2013 BID SET Chemical staining will be measured by the actual square yard installed, and sealing of chemically stained concrete shall be incidental to cost of chemical staining. Concrete substrate that chemical staining is applied to will be measured separately. Sealing will not be measured or paid for separately but shall be included in the work for chemical staining. Concrete stamping will be measured by the actual square yard installed. Concrete substrate that chemical staining is applied to will be measured separately. BASIS OF PAYMENT 608.06 The accepted quantities for chemical staining, sealing and concrete stamping will be paid for at the contract unit price for each of the pay items listed below that appear in the bid schedule. Contractor shall furnish materials, labor, transportation, services, stain, and other equipment necessary to furnish and install finishes as detailed on the drawings and specified in this Section. 4D Payment will be made under: Pav Item Pav Unit Chemical Staining (special) Square Yard Concrete Stamping (special) Square Yard 41 57P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET • REVISION OF SECTION 608 CONCRETE DRIVEWAY ENTRANCE TYPE l Section 608 of the Standard Specifications is hereby revised for this project to include the following: Subsection 608.01 shall include the following: This work also consists the construction of a Concrete Driveway Entrance Type 1 in accordance with the M&S Standard Plan M-609-1. Subsection 608.02 shall include the following: Materials for the Concrete Driveway Entrance Type 1 shall conform to Subsection 608.02. Subsection 608.03 shall include the following: Construction for the Concrete Driveway Entrance Type 1 shall conform to Subsection 608.03 or as directed by the Engineer. Subsection 608.06 shall include the following: Concrete Driveway Entrance Type 1 will be measured by the square yard. Subsection 608.06 shall include the following: 0 Payment will be made under: Pay Item Pay Unit Concrete Driveway Entrance Type 1 Square Yard All work necessary and incidental to the construction of the Concrete Driveway Entrance Type 1 will not be measured and paid for separately but shall be included in the work. 58P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.14 is hereby deleted and replaced with the following: Construction Traffic Control will not be measured separately but will be paid for on a lump sum basis. This lump sum basis shall include all traffic control devices that are shown on the plans or any other devices that may be requested by the engineer to ensure the safety of the project. Traffic control management, traffic control inspection and flagging will not be measured and paid for separately but shall be included in the cost of the work. It is anticipated that traffic control management services (TCM) will only be required during the initial set-up of required traffic control devices. Flagging may be required for special events as determined by the Engineer. Flagging for special events as determined by the Engineer will be measured as "Flagging" by the actual number of hours each flagger is used for the special event on the project as approved by the Engineer. This is in addition to the flagging that is required for the contractor's every day operations which is included in the Construction Zone Traffic Control Devices item. Subsection 630.15 hereby revised as follows: Delete paragraph 1, 2, 3 including the Pay Item Table and replace with the following: Payment shall be made at the contract lump sum price for Construction Traffic Control and will be full compensation for all work necessary to complete the work. Payment will be made under: Pav Item Pav Unit Construction Zone Traffic Control Devices Lump Sum Flagging Hour 0 59P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET 1 REVISION OF SECTION 630 PORTABLE MESSAGE SIGN PANEL Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.01 shall include the following: This work includes furnishing, operating, and maintaining a portable message sign panel for the Contactor's period of performance. In addition, special events may require the additional use of the portable message sign. Add subsection 630.031 immediately following subsection 630.03 as follows: 630.031 Portable Message Sign Panel. Portable message sign panel shall be furnished as a device fully self- contained on a portable trailer, capable of being licensed for normal highway travel, and shall include leveling and stabilization jacks. The panel shall display a minimum of three - eight character lines. The panel shall be a dot-matrix type with an LED legend on a flat black background. LED signs shall have a pre -default message that activates before a power failure. The sign shall be solar powered with independent back-up battery power. The sign shall be capable of 360 degrees rotation and shall be able to be elevated to a height of at least five feet above the ground measured at the bottom of the sign. The sign shall be visible from one-half mile under both day and night conditions. The message shall be legible from a minimum of 750 feet. The sign shall automatically adjust its light source to meet the legibility requirements during the hours of darkness. The sign enclosure shall be weather tight and provide a clear polycarbonate front cover. Solar powered message signs shall be capable of operating continuously for 10 days without any sun. All . instrumentation and controls shall be contained in a lockable enclosure. The sign shall be capable of changing and displaying sign messages and other sign features such as flash rates, moving arrows, etc. Each sign shall also conform to the following: (1) In addition to the onboard solar power operation with battery back-up, each sign shall be capable of operating on a hard wire, 100-1 10 VAC, external power source. (2) All electrical wiring, including connectors and switch controls necessary to enable all required sign functions shall be provided with each sign. (3) Each sign shall be furnished with an operating and parts manual, wiring diagrams, and trouble -shooting guide. (4) The portable message sign shall be capable of maintaining all required operations under Colorado mountain -winter weather conditions. (5) Each sign shall be furnished with an attached license plate and mounting bracket. (6) Each sign shall be wired with a 7-prong male electric plug for the brake light wiring system. Subsection 630.13 shall include the following: The portable message sign panel shall be on the project site at least 5 days prior to the start of active roadway construction. Maintenance, storage, operation, relocation to different sites during the project, and all repairs of portable message sign panels shall be the responsibility of the Contractor. 60P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET 0 -2- REVISION OF SECTION 630 PORTABLE MESSAGE SIGN PANEL Subsection 630.15 shall include the following: Portable message sign panels for the Contractors operations during the period of performance will not be measured or paid for separately but shall be included in the work for Item 630, Construction Zone Traffic Control Devices. Portable message sign panels may be required for special events as determined by the Engineer. Portable message sign panels for special events as determined by the Engineer will be measured as Portable Message Sign Panel (Special) by the actual number of days each portable message sign is used for the special even on the project as approved by the Engineer. Subsection 630.16 shall include the following: Pay Item Pay Unit Portable Message Sign Panel (Special) Day 0 0 61P 0 CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT REVISION OF SECTION 630 TEMPORARY PAVEMENT MARKING Section 630 of the Standard Specifications are hereby revised for this project as follows: In subsection 630.16, add the following: September 9, 2013 BID SET No temporary pavement markings for the detour shall be placed on the new concrete pavement or the existing concrete pavement to remain after construction is finished. 62P CITY OF FORT COLLINS September 9, 2013 W. PROSPECT ROAD BRIDGE REPLACEMENT BID SET FORCE ACCOUNT ITEMS DESCRIPTION This special provision contains the Department's estimate for force account items included in the Contract. All force account items will be added to the total bid to determine the amount of the performance and payment bonds. Force Account work shall be performed as directed by the Engineer. BASIS OF PAYMENT Payment will be made in accordance with subsection 109.04. Payment will constitute full compensation for all work necessary to complete the item. Force account work valued at $5,000 or less, that must be performed by a licensed journeyman in order to comply with federal, state, or local codes, may be paid for after receipt of an itemized statement endorsed by the Contractor. Force Account Item Minor Contract Revisions *To be included in the bond amounts. Quantity FA Amount $100,000* 63P • u 0 CITY OF FORT COLLINS W. PROSPECT ROAD BRIDGE REPLACEMENT UTILITIES The known utilities and corresponding contacts for this project are: Fort Collins Utilities -Water Systems Brian Campbell Comcast Don Kapperman Century Link Bill Johnson Xcel Energy (gas) Stephanie Rich Fort Collins Light and Power Doug Martine Fort Collins IT Infrastructure Clint Andrews 970-221-6232 970-689-3487 970-377-6401 970-225-7828 970-224-6152 970-416-2516 September 9, 2013 BID SET The work described in these plans and specifications requires full cooperation between the Contractor and the wilily owners it? accordance with Subsection 105.06 in conducting their respective operations, so the utility work can be completed with minimum delay to all parties concerned. Also, in accordance with the plans and specifications, and as directed by the Engineer, the Conti -actor shall keep each utility owner advised of any work being done to its facility, so that each utility owner can coordinate its inspections for final acceptance of the work with the Engineer. THE WORK LISTED BELOW SHALL BE PERFORMED BY THE CONTRACTOR The Contractor will coordinate with the City of Fort Collins and the Utility Companies. In addition, Contractor shall install a 24" PVC Schedule 80 pipe under the CBC near the north end of the structure for the water line relocation. THE WORK LISTED BELOW SHALL BE PERFORMED BY THE UTILITY OWNERS COMPANIES Fort Collins Utilities -Water Systems to relocate the sanitary sewer line near the center of the road or add protective measures. Fort Collins Light and Power — Coordinate and relocation of the crossing of the bridge by the electric line, and near the Landscape Walls. XCEL Gas — Coordinate and relocation of the crossing of the bridge by the gas line. Comcast and Century Link — Relocation of lines near the new Landscape Walls and at the new bridge. UTILITIES LOCATING The Contractor shall comply with Article 1.5 of Title 9 CRS ("Excavation Requirements") when excavating or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least two (2) business days, not including the actual day of notice, prior to commencing such operations. The Contractor shall contact the Utility Notification Center of Colorado (UNCC) at phone no. 1-800-922-1987, to have locations of UNCC registered lines marked by member companies. All other underground facilities shall be located by contacting the respective owner. Utility service laterals shall also be located prior to beginning excavation or grading. The location of utility facilities on the plan and profile sheets, and herein described, were obtained from the best available information. 64P West Prospect Road Geotechnical Investigation Report Project No. 211-224 July 29, 2013 Pavement Design We understand the replaced pavement will be a considered a patch. For patches the typical requirement is to match the existing pavement section. In boring PRYA-3, 8 inches of PCC pavement was encountered overlying 4 inches of aggregate base course. In boring PRYA-4, 8 inches of PCC was encountered overlying the sandy clay subgrade, aggregate base course was not encountered. The recommended replacement pavement is 8 inches of concrete, PCC pavement meeting the requirements of CDOT Standard Specifications for Road and Bridge Construction Section 412, over 4 inches of Class 6 aggregate base course. Subgrade Preparation Prior to placing the pavement section the subgrade should be scarified to a depth of 8 inches, adjusted to a moisture content within 2 percent of optimum moisture content; compacted to 95 percent of the maximum standard Proctor density. This requirement can be waived if the backfill placement, which comprises the subgrade, has been recently completed and is still within the moisture requirements. The entire pavement subgrade should be proof rolled with a heavily loaded pneumatic - tired vehicle after preparation. Pavement design procedures assume a stable subgrade. Areas that deform under heavy wheel loads are not stable and should be removed and replaced to achieve a stable subgrade prior to paving. Pavement materials and construction should conform to the City of Fort Collins requirements. LIMITATIONS The analyses and recommendations presented in this report are based upon our data obtained from the borings at the indicated locations, field observations, laboratory testing, our understanding of the proposed construction and other information discussed in this report. It is possible that subsurface conditions may vary between or beyond the points explored. The nature and extent of such variations may not become evident until construction. If variations appear, we should be contacted immediately so we can review our report in light of the variations and provide supplemental recommendations as necessary. We should also review the report if the scope of the proposed construction, including the proposed loads, finished elevations or structure locations, change from those described in this report. The conclusions and recommendations contained in this report shall not be considered valid unless Yeh and Associates reviews the changes and either verifies or modifies the conclusions of this report in writing. Respectfully, Yeh and Associates, Inc. 20462 T. Samuel Holder, P.E. /.ere A. Strickland, P.E. Senior Project Manager Senior Project Manager 9 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 19 of 36 i 9 0 STANDARD SPECIAL PROVISIONS 0 O 0 • This Page Left Blank • January 31, 2013 I REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS Section 105 of the Standard Specifications is hereby revised for this project as follows: Delete subsections 105.22, 105.23 and 105.24 and replace with the following: 105.22 Dispute Resolution. Subsections 105.22, 105.23, and 105.24 detail the process through which the parties (CDOT and the Contractor) agree to resolve any issue that may result in a dispute. The intent of the process is to resolve issues early, efficiently, and as close to the project level as possible. Figure 105-1 in the standard special provisions outlines the process. Specified time frames may be extended by mutual agreement of the Engineer and the Contractor. In these subsections, when a time frame ends on a Saturday, Sunday or holiday, the time frame shall be extended to the next scheduled work day. A dispute is a disagreement concerning contract price, time, interpretation of the Contract, or all three between the parties at the project level regarding or relating to the Contract. Disputes include, but are not limited to, any disagreement resulting from a delay, a change order, another written order, or an oral order from the Project Engineer, including any direction, instruction, interpretation, or determination by the Project Engineer, interpretations of the Contract provisions, plans, or specifications or the existence of alleged differing site conditions. The term "merit' refers to the right of a party to recover on a claim or dispute, irrespective of quantum, based on the substance, elements, and grounds of that claim or dispute. The term "quantum" refers to the quantity or amount of compensation or time deserved when a claim or dispute is found to have merit. Disputes from subcontractors, material suppliers, or any other entity not party to the Contract shall be submitted through the Contractor. Review of a pass -through dispute does not create privity of Contract between CDOT and the subcontractor. If CDOT does not respond within the specified timelines, the Contractor may advance the dispute to the next level. 118 When the Project Engineer is a Consultant Project Engineer, actions, decisions, and determinations specified herein as made by the Project Engineer shall be made by the Resident Engineer. The dispute resolution process set forth in this subsection shall be exhausted in its entirety prior to initiation of litigation or arbitration. Failure to comply with the requirements set forth in this subsection shall bar either party from any further administrative, equitable, or legal remedy. If a deadline is missed that does not prejudice either. party, further relief shall be allowed. All disputes and claims shall be submitted within 30 days of the date of the certified letter submitting the CDOT Form 96, Contractor Acceptance of Final Estimate, to the Contractor. Failure to submit a dispute or claim within this time period releases the State of Colorado from all disputes and claims for which notice has not already been submitted in accordance with the Contract. All disputes and claims seeking damages calculated on a Total Cost or Modified Total Cost basis will not be considered unless the party asserting such damages establishes all the legal requirements therefore, which include: (1) The nature of the particular losses makes it impossible or highly impractical to determine them with a reasonable degree of accuracy. (2) The Contractor's bid or estimate was realistic. (3) The Contractor's actual costs were reasonable. (4) The Contractor was not responsible for the cost overrun. h January 31, 2013 iREVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS Should the Contractor's dispute use the Total Cost approach for calculating damages, damages will be determined by subtracting the contract amount from the total cost of performance. Should the Contractor's dispute use the Modified Total Cost approach for calculating damages, if the Contractor's bid was unrealistic in part, and/or some of its costs were unreasonable and/or some of its damages were caused by its own errors, those costs and damages will be deducted from the total cost of performance to arrive at the Modified Total Cost. The Total Cost or Modified Total Cost basis for calculating damages shall not be available for any disputes or claims seeking damages where the Contractor could have kept separate cost records at the time the dispute arose as described in subsection 105.22(a). (a) Document Retention. The Contractor shall keep full and complete records of the costs and additional time incurred for each dispute for a period of at least three years after the date of final payment or until dispute is resolved, whichever is more. The Contractor, subcontractors, and lower tier subcontractors shall provide adequate facilities, acceptable to the Engineer, for an audit during normal business hours. The Contractor shall permit the Engineer or Department auditor to examine and copy those records and all other records required by the Engineer to determine the facts or contentions involved in the dispute. The Contractor shall identify and segregate any documents or information that the Contractor considers particularly sensitive, such as confidential or proprietary information. Throughout the dispute, the Contractor and the Project Engineer shall keep complete daily records of extra costs and time incurred, in accordance with the following procedures: 1. Daily records shall identify each operation affected, the specific locations where work is affected, and the potential effect to the project's schedule. Such records shall also reflect all labor, material, and equipment applicable to the affected operations. 2. On the first work day of each week following the date of the written notice of dispute, the Contractor shall provide the Project Engineer with the daily records for the preceding week. If the Contractor's records indicate costs greater than those kept by the Department, the Project Engineer will meet with the Contractor and present his records to the Contractor at the meeting. The Contractor shall notify the Engineer in writing within three work days of any inaccuracies noted in, or disagreements with, the Department's records. (b) Initial Dispute Resolution Process. To initiate the dispute resolution process the Contractor shall provide a written notice of dispute to the Project Engineer upon the failure of the Parties to resolve the issue through negotiation. Disputes will not be considered unless the Contractor has first complied with specified issue resolution processes such as those specified in subsections 104.02, 106.05, 108.07(a), and 108.07(d). The Contractor shall supplement the written notice of dispute within 15 days with a written Request for Equitable Adjustment (REA) providing the following: (1) The date of the dispute (2) The nature of the circumstances which caused the dispute (3) A statement explaining in detail the specific provisions of the Contract and any basis, legal or factual, which support the dispute. (4) If any, the estimated quantum, calculated in accordance with methods set forth in subsection 105.24(b)12., of the dispute with supporting documentation (5) An analysis of the progress schedule showing the schedule change or disruption if the Contractor is asserting a schedule change or disruption. The Contractor shall submit as much information on the quantum and impacts to the Contract time as is reasonably available with the REA and then supplement the REA as additional information becomes available. If the dispute escalates to the DRB process the DRB shall not hear any issue or consider any information that was not contained in the Request for Equitable Adjustment and fully submitted to the Project Engineer and Resident Engineer during the 105.22 process. January 31, 2013 3 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS (c) Project Engineer Review. Within 15 days after receipt of the REA, the Project Engineer will meet with the Contractor to discuss the merits of the dispute. Within seven days after this meeting, the Project Engineer will issue a written decision on the merits of the dispute. The Project Engineer will either deny the merits of the dispute or notify the Contractor that the dispute has merit. This determination will include a summary of the relevant facts, Contract provisions supporting the determination, and an evaluation of all scheduling issues that may be involved. If the dispute is determined to have merit, the Contractor and the Project Engineer will determine the adjustment in payment, schedule, or both within 30 days. When a satisfactory adjustment is determined, it shall be implemented in accordance with subsections 106.05, 108.08, 109.04, 109.05 or 109.10 and the dispute is resolved. If the Contractor accepts the Project Engineer's denial of the merits of the dispute, the dispute is resolved and no further action will be taken. If the Contractor does not respond in seven days, it will be assumed he has accepted the denial. If the Contractor rejects the Project Engineer's denial of the merits of the dispute or a satisfactory adjustment of payment or schedule cannot be agreed upon within 30 days, the Contractor may further pursue resolution of the dispute by providing written notice to the Resident Engineer within seven days, according to subsection 105.22(d). (d) Resident Engineer Review. Within seven days after receipt of the Contractor's written notice to the Resident Engineer of unsatisfactory resolution of the dispute, the Project Engineer and Resident Engineer will meet with the Contractor to discuss the dispute. Meetings shall continue weekly for a period of up to 30 days and shall include a Contractor's representative with decision authority above the project level. If these meetings result in resolution of the dispute, the resolution will be implemented in accordance with subsections 108.08, 109.04, 109.05, or 109.10 and the dispute is resolved. If these meetings do not result in a resolution or the participants mutually agree that they have reached an impasse, the dispute shall be presented to the Dispute Review Board in accordance with subsection 105.23. 105.23 Dispute Review Board. A Dispute Review Board (DRB) is an independent third party that will provide specialized expertise in technical areas and administration of construction contracts. The DRB will assist in and facilitate the timely and equitable resolution of disputes between CDOT and the Contractor in an effort to avoid animosity and construction delays, and to resolve disputes as close to the project level as possible. The DRB shall be established and operate as provided herein and shall serve as an independent and impartial board. There are two types of DRBs: the "On Demand DRB" and the "Standing DRB". The DRB shall be an "On Demand DRB" unless a "Standing DRB" is specified in the Contract. An On Demand DRB shall be established only when the Project Engineer initiates a DRB review in accordance with subsection 105.23(a). A Standing DRB, when specified in the Contract, shall be established at the beginning of the project. (a) Initiation of Dispute Review Board Review. When a dispute has not been resolved in accordance with subsection 105.22, the Project Engineer will initiate the DRB review process within 5 days after the period described in subsection 105.22(d). (b) Formation of Dispute Review Board. DRBs will be established in accordance with the following procedures: 1. CDOT, in conjunction with the Colorado Contractors Association, will maintain a statewide list of suggested DRB candidates experienced in construction processes and the interpretation of contract documents and the resolution of construction disputes. The Board members shall be experienced in highway and transportation projects. After December 31, 2013 only individuals who have completed training (currently titled DRB Administration & Practice Training) through the Dispute Resolution Board Foundation or otherwise approved by CDOT can be a DRB member. When a DRB is formed, the parties shall execute the agreement set forth in subsection 105.23(1). 2. If the dispute has a value of $250,000 or less, the On Demand DRB shall have one member. The Contractor and CDOT shall select the DRB member and execute the agreement within 30 days of initiating the DRB process. If the parties do not agree on the DRB member, each shall select five candidates. Each party shall numerically rank their list using a scale of one to five with one being their January 31, 2013 4 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS first choice and five being their last choice. If common candidates are listed, but the parties cannot agree, that common candidate with the lowest combined numerical ranking shall be selected. If there is no common candidate, the lists shall be combined and each party shall eliminate three candidates from the list. Each party shall then numerically rank the remaining candidates, with No. 1 being the first choice. The candidate with the lowest combined numerical ranking shall be the DRB member. The CDOT Project Engineer will be responsible for having all parties execute the agreement. 3. If the dispute has a value over $250,000, the On Demand DRB shall have three members. The Contractor and CDOT shall each select a member and those two members shall select a third. Once the third member is approved the three members will nominate one of them to be the Chair and execute the agreement within 45 days of initiating the DRB process. 4. The Standing DRB shall always have three members. The Contractor and CDOT shall each select a member and those two members shall select a third member. Once the third member is approved the three members will nominate one of them to be the Chair.. The Contractor and CDOT shall submit their proposed Standing DRB members within 5 days of execution of the Contract. The third member shall be selected within 15 days of execution of the Contract. Prior to construction starting the parties shall execute the Three Party Agreement. The CDOT Project Engineer will be responsible for having all parties execute the agreement. The Project Engineer will invite the Standing DRB members to the Preconstruction and any Partnering conferences. 5. DRB members shall not have been involved in the administration of the project under consideration. DRB candidates shall disclose to the parties the following relationships: (1) Prior employment with either party • (2) Prior or current financial interests or ties to either party (3) Prior or current professional relationships with either party (4) Anything else that might bring into question the impartiality or independence of the DRB member (5) Prior to agreeing to serve on a DRB, members shall notify all parties of any other CDOT DRB's they are serving or that they will be participating in another DRB. If either party objects to the selection of a potential DRB member based on the disclosures of the potential member, that potential member shall not be placed on the Board. 6. There shall be no ex parte communications with the DRB at any time. 7. The service of a Board member may be terminated only by written agreement of both parties. 8. If a Board member resigns, is unable to serve, or is terminated, a new Board member shall be selected within four weeks in the same manner as the Board me member who was removed was originally selected. (c) Additional Responsibilities of the Standing Disputes Review Board 1. General. Within 120 days after the establishment of the Board, the Board shall meet at a mutually agreeable location to: (1) Obtain copies of the Contract documents and Contractor's schedules for each of the Board members. (2) Agree on the location of future meetings, which shall be reasonably close to the project site. (3) Establish an address and telephone number for each Board member for the purposes of Board business. 2. Regular meetings. Regular meetings of the Board shall be held approximately every 120 to 180 days throughout the life of the Contract, except that this schedule may be modified to suit developments on the job as the work progresses. Regular meetings shall be attended by representatives of the Contractor and . the Department. 3. The Board shall establish an agenda for each meeting which will cover all items that the Board considers necessary to keep it abreast of the project such as construction status, schedule, potential problems and January 31, 2013 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS solutions, status of past claims and disputes, and potential claims and disputes. Copies of each agenda shall be submitted to the Contractor and the Department at least seven days before the meeting date. Oral or written presentations or both shall be made by the Contractor and the Department as necessary to give the Board all the data the Board requires to perform its functions. The Board will prepare minutes of each meeting, circulate them to all participants for comments and approval, and issue revised minutes before the next meeting. As a part of each regular meeting, a field inspection trip of all active segments of the work at the project site may be made by the Board, the Contractor, and the Department. 4. Advisory Opinions (1) Advisory opinions are typically used soon after the parties find they have a potential dispute and have conducted preliminary negotiations but before expenditure of additional resources and hardening their positions. Advisory opinions provide quick insight into the DRB's likely assessment of the dispute. This process is quick and may be entirely oral and does not prejudice the opportunity for a DRB hearing. (2) Both parties must agree to seek an advisory opinion and so notify the chairperson. The procedure for requesting and issuing advisory opinions should be discussed with the DRB at the first meeting with the parties. (3) The DRB may or may not issue a written opinion, but if a written advisory opinion is issued, it must be at the specific request of both parties. (4) The opinion is only advisory and does not require an acceptance or rejection by either party. If the dispute is not resolved and a hearing is held, the oral presentations and advisory opinion are completely disregarded and the DRB hearing procedure is followed. (5) Advisory opinions should be limited to merit issues only. (d) Arranging a Dispute Review Board Hearing. When the Project Engineer initiates the DRB review process, the Project Engineer will: 1. Contact the Contractor and the DRB to coordinate an acceptable hearing date and time. The hearing shall be held at the Resident Engineer's office unless an alternative location is agreed to by both parties. Unless otherwise agreed to by both parties the DRB hearing will be held within 30 days after the DRB agreement is signed by the CDOT Chief Engineer. 2. Ensure DRB members have copies of all documents previously prepared by the Contractor and CDOT pertaining to the dispute, the DRB request, the Contract documents, and the special provisions at least two weeks before the hearing. (e) Pre -Hearing Submittal: At least fifteen days prior to the hearing, CDOT and the Contractor shall submit by e- mail to the DRB Chairperson their parties pre -hearing position paper. The DRB Chairperson shall simultaneously distribute by e-mail the pre -hearing position papers to all parties and other DRB members, if any. At the same time, each party shall submit a copy of all its supporting documents to be used at the hearing to all DRB Members and the other party unless the parties have agreed to a common set of documents as discussed in #2 below. In this case, CDOT shall submit the common set of documents to the Board and the Contractor. The pre -hearing position paper shall contain the following: 1. A joint statement of the dispute, and the scope of the desired decision. The joint statement shall summarize in a few sentences the nature of the dispute. If the parties are unable to agree on the wording of the joint statement, each party's position paper shall contain both statements, and identify the party authoring each statement. The parties shall agree upon a joint statement at least 20 days prior to the hearing and submit it to the DRB or each party's independent statement shall be submitted to the DRB and the other party at least 20 days prior to the hearing. 2. The basis and justification for the party's position, with reference to specific contract language and other supporting documents for each element of the dispute. To minimize duplication and repetitiveness, the 40 parties may identify a common set of documents that will be referred to by both parties and submit them in a separate package to the DRB. The engineer will provide a hard copy of the project plans and Project January 31, 2013 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS and Standard Special Provisions, if necessary, to the DRB. Other standard CDOT documents such as Standard Specifications and M&S Standards are available on the CDOT website. (1) If any party contends that they are not necessary to the proceedings, the DRB shall determine that issue in the first instance. Should the DRB determine that a dispute does not involve a party, that party shall be relieved from participating in the DRB hearing and paying any further DRB costs. (2) When the scope of the hearing includes quantum, the requesting party's position paper shall include full cost details, calculated in accordance with methods set forth in subsection 105.24(b)12. The Scope of the hearing will not include quantum if CDOT has ordered an audit and that audit has not been completed. 3. A list of proposed attendees at the hearing. In the event of any disagreement, the DRB shall make the final determination as to who attends the hearing. 4. A list of any intended experts including their qualifications and a summary of what their presentation will include and an estimate of the length of the presentation. The number of copies, distribution requirements, and time for submittal shall be established by the DRB and communicated to the parties by the Chairperson. A pre -hearing phone conference with all DRB members and the parties shall be conducted as soon as a hearing date is established but no later than 10 days prior to the hearing. The DRB Chairperson shall explain the specifics of how the hearing will be conducted including how the two parties will present their information to the DRB (Ex: Each party makes a full presentation of their position or presentations will be • made on a "point by point" basis with each party making a presentation only on an individual dispute issue before moving onto to the next issue). If the pre -hearing position papers and documents have been received by the Board prior to the conference call, the DRB Chairperson shall at this conference discuss the estimated hours of review and research activities for this dispute (such as time spent evaluating and preparing recommendations on specific issues presented to the DRB). If the pre -hearing position papers and documents have not been received by the Board prior to the conference call, another conference call will be scheduled during the initial conference call to discuss the estimated hours of review. Compensation for time agreed to in advance by the parties will be made at an agreed rate of $125 per hour in accordance with subsection 105.23 (k) 2. Compensation for the phone conference time will also be made at an agreed to rate of $125 per hour in accordance with subsection 105.23 (k) 2. The Engineer shall coordinate the phone conference. (f) Dispute Review Board Hearing. The DRB shall preside over a hearing. The chairperson shall control the hearing and conduct it as follows: 1. An employee of CDOT presents a brief description of the project and the status of construction on the project. 2. The party that requested the DRB presents the dispute in detail as supported by previously submitted information and documentation in the pre -hearing position paper. No new information or disputes will be heard or addressed by the DRB. 3. The other party presents its position in detail as supported by previously submitted information and documentation in the pre -hearing position paper. No new information or disputes will be heard or addressed by the DRB. 4. Employees of each party are responsible for leading presentations at the DRB hearing. 5. Attorneys shall not participate in the hearing unless the DRB specifically addresses an issue to them or unless agreed to by both parties. Should the parties disagree on attorney participation, the DRB shall . decide on what, if any, participation will be permitted. Attorneys representing the parties are permitted to attend the hearing, provided their presence has been noted in the pre -hearing submittal. 6. Either party may use experts. A party intending to offer an outside expert's analysis at the hearing shall January 31, 2013 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS disclose such intention in the pre -hearing position paper. The expert's name and a general statement of the area of the dispute that will be covered by his presentation shall be included in the disclosure. The other party may present an outside expert to address or respond to those issues that may be raised by the disclosing party's outside expert. 7. If both parties approve, the DRB may retain an outside expert. The DRB chairperson shall include the cost of the outside expert in the DRB's regular invoice. CDOT and the Contractor shall equally bear the cost of the services of the outside expert employed by the DRB. 8. Upon completion of their presentations and rebuttals, both parties and the DRB will be provided the opportunity to exchange questions and answers. All questions shall be directed to the chairperson first. Attendees may respond only when board members request a response. 9. The DRB shall hear only those disputes identified in the written request for the DRB and the information contained. in the pre -hearing submittals. The board shall not hear or address other disputes. If either party attempts to discuss a dispute other than those to be heard by the DRB or attempts to submit new information, the chairperson shall inform such party that the board shall not hear the issue and shall not accept any additional information. The DRB shall not hear any issue or consider any information that was not contained in the Request for Equitable Adjustment and fully submitted to the Project Engineer and Resident Engineer during the 105.22 process. 10. If either party fails to timely deliver a position paper, the DRB may reschedule the hearing one time. On the final date and time established for the hearing, the DRB shall proceed with the hearing using the information that has been submitted. 11. If a party fails to appear at the hearing, the DRB shall proceed as if all parties were in attendance. (g) Dispute Review Board Recommendation. The DRB shall issue a Recommendation in accordance with the following procedures: 1. The DRB shall not make a recommendation on the dispute at the meeting. Prior to the closure of the hearing, the DRB members and the Contractor and CDOT together will discuss the time needed for analysis and review of the dispute and the issuance of the DRB's recommendation. The maximum time shall be 30 days unless otherwise agreed to by both parties. At a minimum, the recommendation shall contain all the elements listed in Rule 35, Form of Award, of the Arbitration Regular Track Provisions listed at the end of subsection 105.24. 2. After the meeting has been closed, the DRB shall prepare a written Recommendation signed by each member of the DRB. In the case of a three member DRB, where one member dissents that member shall prepare a written dissent and sign it. 3. The chairperson shall transmit the signed Recommendation and any supporting documents to both parties. (h) Clarification and Reconsideration of Recommendation. Either party may request clarification or reconsideration of a decision within ten days following receipt of the Recommendation. Within ten days after receiving the request, the DRB shall provide written clarification or reconsideration to both parties unless otherwise agreed to by both parties. Requests for clarification or reconsideration shall be submitted in writing simultaneously to the DRB and to the other party. The Board shall not accept requests for reconsideration that amount to a renewal of a prior argument or additional argument based on facts available at the time of the hearing. The Board shall not consider any documents or arguments which have not been made a part of the pre -hearing submittal other than clarification and data supporting previously submitted documentation. Only one request for clarification or reconsideration per dispute from each party will be allowed. 40 January 31, 2013 • 8 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS (i) Acceptance or Rejection of Recommendation. CDOT and the Contractor shall submit their written acceptance or rejection of the Recommendation, in whole or in part, concurrently to the other party and to the DRB within 14 days after receipt of the Recommendation or following receipt of responses to requests for clarification or reconsideration. If the parties accept the Recommendation or a discreet part thereof, it will be implemented in accordance with subsections 108.08, 109.04, 109.05, or 109.10 and the dispute is resolved. If either party rejects the Recommendation in whole or in part, it shall give written explanation to the other party within 14 days after receiving the Recommendation. When the Recommendation is rejected in whole or in part by either party, the other party may either abandon the dispute or pursue a formal claim in accordance with subsection 105.24. If either party fails to submit its written acceptance or rejection of the Dispute Board's recommendation, according to these specifications, such failure shall constitute that party's acceptance of the Board's recommendation. (j) Admissibility of Recommendation. Recommendations of a DRB issued in accordance with subsection 105.23 are admissible in subsequent proceedings but shall be prefaced with the following paragraph: This Recommendation may be taken under consideration with the understanding that: 1. The DRB Recommendation was a proceeding based on presentations by the parties. 2. No fact or expert witnesses presented sworn testimony or were subject to cross-examination. 3. The parties to the DRB were not provided with the right to any discovery, such as production of documents or depositions. 4. There is no record of the DRB hearing other than the Recommendation. (k) Cost and Payments. General Administrative Costs. The Contractor and the Department shall equally share the entire cost of the following to support the Board's operation: (1) Copies of Contract and other relevant documentation (2) Meeting space and facilities (3) Secretarial Services (4) Telephone (5) Mail (6) Reproduction (7) Filing 2. The Department and the Contractor shall bear the costs and expenses of the DRB equally. Each DRB board member shall be compensated at an agreed rate of $1,200 per day if time spent on -site per meeting is greater than four hours. Each DRB board member shall be compensated at an agreed rate of $800 per day if time spent on -site per meeting is less than or equal to four hours. The time spent traveling to and from each meeting shall be reimbursed at $50 per hour if the travel distance is more than 50 miles. The agreed daily and travel time rates shall be considered full compensation for on -site time, travel expenses, transportation, lodging, time for travel of more than 50 miles and incidentals for each day, or portion thereof that the DRB member is at an authorized DRB meeting. No additional compensation will be made for time spent by DRB members in review and research activities outside the official DRB meetings unless that time, (such as time spent evaluating and preparing recommendations on specific issues presented to the DRB), has been specifically agreed to in advance by the Department is and Contractor. Time away from the project that has been specifically agreed to in advance by the parties will be compensated at an agreed rate of $125 per hour. The agreed amount of $125 per hour shall include all incidentals. Members serving on more than one DRB, regardless of the number of West Prospect Road Geotechnical Investigation Report Project No. 211-224 July 29, 2013 01 REFERENCES AASHTO. 2010. LRFD Bridge Design Specifications 5th ed. American Association of State Highway and Transportation Officials, Washington, DC. 9 Colorado Department of Transportation, Standard Specifications for Roads and Bridges Construction, 2011. 10 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 20 of 36 January 31, 2013 9 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS meetings per day, shall not be paid more than the all inclusive rate per day or rate per hour for an individual project. 3. Payments to Board Members and General Administrative Costs. Each Board member shall submit an invoice to the Contractor for fees and applicable expenses incurred each month following a month in which the Board members participated in Board functions. Such invoices shall be in the format established by the Contractor and the Department. The Contractor shall submit to the Department copies of all invoices. No markups by the Contractor will be allowed on any DRB costs. The Department will split the cost by authorizing 50 percent payment on the next progress payment. The Contractor shall make all payments in full to Board members within seven calendar days after receiving payment from the Department for this work. (1) Dispute Review Board Three Party Agreement. DISPUTE REVIEW BOARD THREE PARTY AGREEMENT COLORADO PROJECT NO. THIS THREE PARTY AGREEMENT, made as of the date signed by the Chief Engineer below, by and between: the Colorado Department of Transportation, hereinafter called the "Department'; and hereinafter called the "Contractor"; and and hereinafter called the "Dispute Review Board" or "Board". WHEREAS, the Department is now engaged in the construction of the fProiect Namel and WHEREAS, the Contract provides for the establishment of a Board in accordance with subsections 105.22 and 105.23 of the specifications. NOW, THEREFORE, it is hereby agreed: ARTICLE I DESCRIPTION OF WORK AND SERVICES The Department and the Contractor shall form a Board in accordance with this agreement and the provisions of subsection 105.23. ARTICLE II COMMITMENT ON PART OF THE PARTIES HERETO The parties hereto shall faithfully fulfill the requirements of subsection 105.23 and the requirements of this agreement. January 31, 2013 • 10 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS 0 0 ARTICLE III COMPENSATION The parties shall share equally in the cost of the Board, including general administrative costs (meeting space and facilities, secretarial services, telephone, mail, reproduction, filing) and the member's individual fees. Reimbursement of the Contractor's share of the Board expenses for any reason is prohibited. The Contractor shall make all payments in full to Board members. The Contractor will submit to the Department an itemized statement for all such payments, and the Department will split the cost by including 50 percent payment on the next progress payment. The Contractor and the Department will agree to accept invoiced costs prior to payment by the Contractor. DISPUTE REVIEW BOARD THREE PARTY AGREEMENT PAGE 2 COLORADO PROJECT NO. Board members shall keep all fee records pertaining to this agreement available for inspection by representatives of the Department and the Contractor for a period of three years after the termination of the Board members' services. Payment to each Board member shall be at the fee rates established in subsection 105.23 and agreed to by each Board member, the Contractor, and the Department. In addition, reimbursement will be made for applicable expenses. Each Board member shall submit an invoice to the Contractor for fees incurred each month following a month in which the members participated in Board functions. Such invoices shall be in the format established by the Contractor and the Department. Payments shall be made to each Board member within 60 days after the Contractor and Department have received all the applicable billing data and verified the data submitted by that member. The Contractor shall make payment to the Board member within seven calendar days of receipt of payment from the Department. ARTICLE IV ASSIGNMENT Board members shall not assign any of the work to be performed by them under this agreement. Board members shall disclose any conflicts of interest including but not limited to any dealings with the either party in the previous five years other than serving as a Board member under other contracts. ARTICLE V COMMENCEMENT AND TERMINATION OF SERVICES The commencement of the services of the Board shall be in accordance with subsection 105.23 of the specifications and shall continue until all assigned disputes under the Contract which may require the Board's services have been heard and a Recommendation has been issued by.the Board as specified in subsection 105.23. If a Board member is unable to fulfill his responsibilities for reasons specified in subsection 105.23(b)7, he shall be replaced as provided therein, and the Board shall fulfill its responsibilities as though there had been no change. ARTICLE VI LEGAL RELATIONS January 31, 2013 11 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS The parties hereto mutually agree that each Board member in performance of his duties on the Board is acting as an independent contractor and not as an employee of either the Department or the Contractor. Board members will guard their independence and avoid any communication about the substance of the dispute without both parties being present. The Board members are absolved of any personal liability arising from the Recommendations of the Board. The parties agree that members of the dispute review board panel are acting as mediators for purposes of C.R.S. § 13-22-302(4) and, as such, the liability of any dispute review board member shall be limited to willful and wanton misconduct as provided for in C.R.S. § 13-22-305(6) DISPUTE REVIEW BOARD THREE PARTY AGREEMENT PAGE 3 COLORADO PROJECT NO. IN WITNESS HEREOF, the parties hereto have caused this agreement to be executed the day and year first written above. BOARD MEMBER: BY: BOARD MEMBER: BY: BOARD MEMBER: BY: CONTRACTOR: BY: TITLE: COLORADO DEPARTMENT OF TRANSPORTATION BY: TITLE: CHIEF ENGINEER 105.24 Claims for Unresolved Disputes. The Contractor may file a claim only if the disputes resolution process described in subsections 105.22 and 105.23 has been exhausted without resolution of the dispute. Other methods of nonbinding dispute resolution, exclusive of arbitration and litigation, can be used if agreed to by both parties. This subsection applies to any unresolved dispute or set of disputes between CDOT and the Contractor with an aggregate value of more than $15,000. Unresolved disputes with an aggregate value of more than $15,000 from subcontractors, materials suppliers or any other entity not a party to the Contract shall be submitted through the Contractor in accordance with this subsection as a pass -through claim. Review of a pass -through claim does not create privity of Contract between CDOT and any other entity. Subsections 105.22, 105.23 and 105.24 provide both contractual alternative dispute resolution processes and constitute remedy -granting provisions pursuant to Colorado Revised Statutes which must be exhausted in their entirety. 9 January 31, 2013 12 . REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS Merit -binding arbitration or litigation proceedings must commence within 180-calendar days of the Chief Engineer's decision, absent written agreement otherwise by both parties. The venue for all unresolved disputes with an aggregate value $15,000 or less shall be the County Court for the City and County of Denver. Non -binding Forms of alternative dispute resolution such as Mediation are available upon mutual agreement of the parties for all claims submitted in accordance with this subsection. The cost of the non -binding ADR process shall be shared equally by both parties with each party bearing its own preparation costs. The type of nonbinding ADR process shall be agreed upon by the parties and shall be conducted within the State of Colorado at a mutually acceptable location. Participation in a nonbinding ADR process does not in any way waive the requirement that merit -binding arbitration or litigation proceedings must commence within 180-calendar days of the Chief Engineer's decision, absent written agreement otherwise by both parties. (a) Notice of Intent to File a Claim Within 30 days after rejection of the Dispute Resolution Board's Recommendation issued in accordance with subsection 105.23, the Contractor shall provide the Region Transportation Director with a written notice of intent to file a claim. The Contractor shall also send a copy of this notice to the Resident Engineer. For the purpose of this subsection Region Transportation Director shall mean the Region Transportation Director or the Region Transportation Director's designated representative. CDOT will acknowledge in writing receipt of Notice of Intent within 7 days. (b) Claim Package Submission. Within 60 days after submitting the notice of intent to file a claim, the Contractor shall submit five copies of a complete claim package representing the final position the Contractor wishes to have considered. All claims shall be in writing and in sufficient detail to enable the RTD to ascertain the basis and amount of claim. The claim package shall include all documents supporting the claim, regardless of whether such documents were provided previously to CDOT. If requested by the Contractor the 60 day period may be extended by the RTD in writing prior to final acceptance. As a minimum, the following information shall accompany each claim. 1. A claim certification containing the following language, as appropriate: A. For a direct claim by the Contractor: CONTRACTOR'S CLAIM CERTIFICATION Under penalty of law for perjury or falsification, the undersigned, (name) (title) of (company) hereby certifies that the claim of $ for extra compensation and _ Days additional time, made herein for work on this contract is true to the best of my knowledge and belief and supported under the Contract between the parties. This claim package contains all available documents that support the claims made herein and I understand that no additional information, other than for clarification and data supporting previously submitted documentation, may be presented by me. Dated I Subscribed and sworn before me this _ day NOTARY PUBLIC My Commission Expires: B. For a pass -through claim: PASS -THROUGH CLAIM CERTIFICATION January 31, 2013 13 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS Under penalty of law for perjury or falsification, the undersigned, (name) (title) of (company) hereby certifies that the claim of $ for extra compensation and _ Days additional time, made herein for work on this Project is true to the best of my knowledge and belief and supported under the contract between the parties. This claim package contains all available documents that support the claims made herein and I. understand that no additional information, other than for clarification and data supporting previously submitted documentation, may be presented by me. Dated /s/ Subscribed and sworn before me this _day of NOTARY PUBLIC My Commission Expires: Dated The Contractor certifies that the claim being passed through to CDOT is passed through in good faith and is accurate and complete to the best of my knowledge and belief. Dated /s/_ Subscribed and sworn before me this _ day of NOTARY PUBLIC My Commission 2. A detailed factual statement of the claim for additional compensation, time, or both, providing all necessary dates, locations, and items of work affected by the claim. The Contractor's detailed factual statement shall expressly describe the basis of the claim and factual evidence supporting the claim. This requirement is not satisfied by simply incorporating into the claim package other documents that describe the basis of the claim and supporting factual evidence. 3. The date on which facts were discovered which gave rise to the claim. 4. The name, title, and activity of all known CDOT, Consultant, and other individuals who may be knowledgeable about facts giving rise to such claim. 5. The name, title, and activity of all known Contractor, subcontractor, supplier and other individuals who may be knowledgeable about facts giving rise to such claim. 6. The specific provisions of the Contract, which support the claim and a statement of the reasons why such provisions support the claim. 7. If the claim relates to a decision of the Project Engineer, which the Contract leaves to the Project Engineer's discretion, the Contractor shall set out in detail all facts supporting its position relating to the decision of the Project Engineer. 8. The identification of any documents and the substance of all oral communications that support the claim. 9. Copies of all known documents that support the claim. 10. The Dispute Review Board Recommendation. 11. If an extension of contract time is sought, the documents required by subsection 108.08(d). 12. If additional compensation is sought, the exact amount sought and a breakdown of that amount into the following categories: A. These categories represent the only costs that are recoverable by the Contractor. All other costs or categories of costs are not recoverable: 41 (1) Actual wages and benefits, including FICA, paid for additional labor (2) Costs for additional bond, insurance and tax January 31, 2013 . 14 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS (3) Increased costs for materials (4) Equipment costs calculated in accordance with subsection 109.04(c) for Contractor owned equipment and based on certified invoice costs for rented equipment (5) Costs of extended job site overhead (6) Salaried employees assigned to the project (7) Claims from subcontractors and suppliers at any level (the same level of detail as specified herein is required for all such claims) (8) An additional 16 percent will be added to the total of items (1) through (7) as compensation for items for which no specific allowance is provided, including profit and home office overhead. (9) Interest shall be paid in accordance with CRS 5-12-102 beginning from the date of the Notice of Intent to File Claim B. In adjustment for the costs as allowed above, the Department will have no liability for the following items of damages or expense: (1) Profit in excess of that provided in 12.A.(8) above (2) Loss of Profit (3) Additional cost of labor inefficiencies in excess of that provided in A. above (4) Home office overhead in excess of that provided in A. above (5) Consequential damages, including but not limited to loss of bonding capacity, loss of bidding opportunities, and insolvency (6) Indirect costs or expenses of any nature in excess of that provided in A. above (7) Attorney's fees, claim preparation fees, and expert fees (c) Audit. An audit may be performed by the Department for any dispute or claim, and is mandatory for all disputes and claims with amounts greater than $250,000. All audits will be complete within 60 days of receipt of the complete claim package, provided the Contractor allows the auditors reasonable and timely access to the Contractor's books and records. For all claims with amounts greater than $250,000 the Contractor shall submit a copy of certified claim package directly to the CDOT Audit Unit at the following address: Division of Audit 4201 E. Arkansas Ave Denver, Co. 80222 (d) Region Transportation Director Decision. When the Contractor properly files a claim, the RTD will review the claim and render a written decision to the Contractor to either affirm or deny the claim, in whole or in part, in accordance with the following procedure. The RTD may consolidate all related claims on a project and issue one decision, provided that consolidation does not extend the time period within which the RTD is to render a decision. Consolidation of unrelated claims will not be made. The RTD will render a written decision to the Contractor within 60 days after the receipt of the claim package or receipt of the audit whichever is later. In rendering the decision, the RTD: (1) will review the information in the Contractor's claim; (2) will conduct a hearing if requested by either party; and (3) may consider any other information available in rendering a decision. The RTD will assemble and maintain a claim record comprised of all information physically submitted by the Contractor in support of the claim and all other discoverable information considered by the RTD in reaching a decision. Once the RTD assembles the claim record, the submission and consideration of additional information, other than for clarification and data supporting previously submitted documentation, at any subsequent level of review by anyone, will not be permitted. The RTD will provide a copy of the claim record and the written decision to the Contractor describing the information considered by the RTD in reaching a decision and the basis for that decision. If the RTD fails to render a written decision within the 60 day period, or within any extended time period as agreed to by both parties, the Contractor shall either: (1) accept this as a denial of the claim, or (2) appeal the claim to the Chief January 31, 2013 15 O REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS Engineer, as described in this subsection. If the Contractor accepts the RTD decision, the provisions of the decision shall be implemented in accordance with subsections 108.08, 109.04, 109.05, or 109.10 and the claim is resolved. If the Contractor disagrees with the RTD decision, the Contractor shall either: (1) accept the RTD decision as final, or (2) file a written appeal to the Chief Engineer within 30 days from the receipt of the RTD decision. The Contractor hereby agrees that if a written appeal is not properly filed, the RTD decision is final. (e) Chief Engineer Decision. When a claim is appealed, the RTD will provide the claim record to the Chief Engineer. Within 15 days of the appeal either party may submit a written request for a hearing with the Chief Engineer or duly authorized Headquarters delegates. The Chief Engineer or a duly authorized Headquarters delegate will review the claim and render a decision to affirm, overrule, or modify the RTD decision in accordance with the following. The Contractor's written appeal to the Chief Engineer will be made a part of the claim record. The Chief Engineer will render a written decision within 60 days after receiving the written appeal. The Chief Engineer will not consider any information that was not previously made a part of the claim record, other than clarification and data supporting previously submitted documentation. The Contractor shall have 30 days to accept or reject the Chief Engineer's decision. The Contractor shall notify the Chief Engineer of its acceptance or rejection in writing. If the Contractor accepts the Chief Engineer's decision, the provisions of the decision will be implemented in accordance with subsections 108.08, 109.04, 109.05, or 109.10 and the claim is resolved. If the.Contractor disagrees with the Chief Engineer's decision, the Contractor shall either (1) pursue an alternative dispute resolution process in accordance with this specification or (2) initiate litigation or merit binding arbitration in accordance with subsection 105.24(f). If the Chief Engineer does not issue a decision as required, the Contractor may immediately initiate either litigation or merit binding arbitration in accordance with subsection 105.24(f). For the convenience of the parties to the Contract it is mutually agreed by the parties that any merit binding arbitration or De Novo litigation shall be brought within 180-calendar days from the date of the Chief Engineer's decision. The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. (f) De Novo Litigation or Merit Binding Arbitration. If the Contractor disagrees with the Chief Engineer's decision, the Contractor may initiate de novo litigation or merit binding arbitration to finally resolve the claim that the Contractor submitted to CDOT, depending on which option was selected by the Contractor on Form 1378 which shall be submitted at the preconstruction conference. Such litigation or arbitration shall be strictly limited to those claims that were previously submitted and decided in the contractual dispute and claims processes outlined herein. This does not preclude the joining in one litigation or arbitration of multiple claims from the same project provided that each claim has gone through the dispute and claim process specified in subsections 105.22 through 105.24. The parties may agree, in writing, at any time, to pursue some other form of alternative dispute resolution. Any offer made by the Contractor or the Department at any stage of the claims process, as set forth in this subsection, shall be deemed an offer of settlement pursuant to Colorado Rule of Evidence 408 and therefore inadmissible in any litigation or arbitration. If the Contractor selected litigation, then de novo litigation shall proceed in accordance with the Colorado Rules of Civil Procedure and the proper venue is the Colorado State District Court in and for the City and County of Denver, unless both parties agree to the use of arbitration. 0 January 31, 2013 16 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS If the Contractor selected merit binding arbitration, or if both parties subsequently agreed to merit binding arbitration, arbitration shall be governed by the modified version of AAA's Construction Industry Arbitration Rules which follow. Pursuant to the modified arbitration rules (R35 through R39), the arbitrators shall issue a binding decision with regard to entitlement and a non -binding decision with regard to quantum. If either party disagrees with the decision on quantum, the disagreeing party may seek a trial de novo in Denver District Court with regard to quantum only. 0 • January 31, 2013 17 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS AMERICAN ARBITRATION ASSOCIATION CONSTRUCTION INDUSTRY ARBITRATION RULES MODIFIED FOR USE WITH CDOT SPECIFICATION SUBSECTION 105.24 REGULAR TRACK PROCEDURES R-1. Agreement of Parties (a) The parties shall be deemed to have made these rules a part of their Contract. These rules and any amendments shall apply in the form in effect at the time the administrative requirements are met for a demand for arbitration. The parties, by written agreement, may vary the procedures set forth in these rules. After appointment of the arbitrator, such modifications may be made only with the consent of the arbitrator. (b) Unless the parties determine otherwise, the Fast Track Procedures shall apply in any case in which aggregate claims do not exceed $75,000, exclusive of interest and arbitration fees and costs. Parties may also agree to use these procedures in larger cases. Unless the parties agree otherwise, these procedures will not apply in cases involving more than two parties except for pass -through claims. The Fast Track Procedures shall be applied as described in Sections F-1 through F-13 of these rules, in addition to any other portion of these rules that is not in conflict with the Fast Track Procedures. (c) Unless the parties agree otherwise, the Procedures for Large, Complex Construction Disputes shall apply to all cases in which the disclosed aggregate claims of any party is at least $500,000, exclusive of claimed interest, arbitration fees and costs. Parties may also agree to use these procedures in cases involving claims under $500,000, or in nonmonetary cases. The Procedures for Large, Complex Construction Disputes shall be applied as described in Sections L-1 through L-4 of these rules, in addition to any other portion of these rules that is not in conflict with the Procedures for Large, Complex Construction Disputes. (d) All other cases shall be administered in accordance with Sections R-1 through R-45 of these rules. R-2. Independent Arbitration Provider and Delegation of Duties When parties agree to arbitrate under these rules, or when they provide for arbitration by an independent third - party (Arbitration Provider) and arbitration is initiated under these rules, they thereby authorize the Arbitration Provider to administer the arbitration. The authority and duties of the Arbitration Provider are prescribed in the parties' Contract and in these rules, and may be carried out through such of the Arbitration Provider's representatives as it may direct. The Arbitration Provider will assign the administration of an arbitration to its Denver office R-3. Initiation of Arbitration Arbitration shall be initiated in the following manner. (a) The Contractor shall, within 30 days after the Chief Engineer issues a decision, submit to the Chief Engineer written notice of its intention to arbitrate (the "demand"). The demand shall indicate the appropriate qualifications for the arbitrator(s) to be appointed to hear the arbitration. (b) CDOT may file an answering statement with the Contractor within 15 days after receiving the demand. If a counterclaim is asserted, it shall contain a statement setting forth the nature of the counterclaim, the amount involved, if any, and the remedy sought. (c) The Chief Engineer shall retain an Arbitration Provider, such as the American Arbitration Association, which will administer an arbitration pursuant to these Rules, except to the extent that such rules conflict with the January 31, 2013 18 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS specifications, in which case the specifications shall control. (d) The Arbitration Provider shall confirm its retention to the parties. R-4. Consolidation or Joinder If the parties' agreement or the law provides for consolidation or joinder of related arbitrations, all involved parties will endeavor to agree on a process to effectuate the consolidation or joinder. If they are unable to agree, the Arbitration Provider shall directly appoint a single arbitrator for the limited purpose of deciding whether related arbitrations should be consolidated or joined and, if so, establishing a fair and appropriate process for consolidation or joinder. The Arbitration Provider may take reasonable administrative action to accomplish the consolidation or joinder as directed by the arbitrator. R-5. Appointment of Arbitrator An arbitrator shall be appointed in the following manner: (a) Immediately after the Arbitration Provider is retained, the Arbitration Provider shall send simultaneously to each party to the dispute an identical list of 10 names of potential arbitrators. The parties are encouraged to agree to an arbitrator from the submitted list and to advise the AAA of their agreement. Absent agreement of the parties, the arbitrator shall not have served as the mediator in the mediation phase of the instant proceeding. • (b) If the parties cannot agree to arbitrator(s), each party to the dispute shall have 15 calendar days from the transmittal date in which to strike names objected to, number the remaining names in order of preference, and return the list to the Arbitration Provider. If a party does not return the list within the time specified, all persons named therein shall be deemed acceptable. From among the persons who have been approved on both lists, and in accordance with the designated order of mutual preference, the Arbitration Provider shall invite an arbitrator to serve. (c) Unless both parties agree otherwise one arbitrator shall be used for claims less than $250,000 and three arbitrators shall be used for claims $250,000 and greater. Within 15 calendar days from the date of the appointment of the last arbitrator, the Arbitration Provider shall appoint a chairperson. (d) The entire claim record will be made available to the arbitrators by the Chief Engineer within 15 calendar days from the date of the appointment of the last arbitrator. R-6. Changes of Claim The arbitrator(s) will not consider any information that was not previously made a part of the claim record as transmitted by the Chief Engineer, other than clarification and data supporting previously submitted documentation. R-7. Disclosure (a) Any person appointed or to be appointed as an arbitrator shall disclose to the Arbitration Provider any circumstance likely to give rise to justifiable doubt as to the arbitrator's impartiality or independence, including any bias or any interest in the result of the arbitration or any relationship with the parties or their • representatives. Such obligation shall remain in effect throughout the arbitration. (b) Upon receipt of such information from the arbitrator or another source, the Arbitration Provider shall communicate the information to the parties and, if it deems it appropriate to do so, to the arbitrator and others. iI I I 11, •6 I I , I , , I � I I I 1 i I � 1 I 1 / CONSTITUTION AVE. / `'' I 1 I i - 1 W ITCH '` zo U-/ �6 IB R E N T W 0 0 D A V E. �v a c / r \ U iff O io 9 January 31, 2013 19 isREVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS (c) In order to encourage disclosure by arbitrators, disclosure of information pursuant to this Section R-6 is not to be construed as an indication that the arbitrator considers that the disclosed circumstances are likely to affect impartiality or independence. (d) In no case shall an arbitrator be employed by, affiliated with, or have consultive or business connection with the claimant Contractor or CDOT. An arbitrator shall not have assisted either in the evaluation, preparation, or presentation of the claim case either for the Contractor or the Department or have rendered an opinion on the merits of the claim for either party, and shall not do so during the proceedings of arbitration. R-8. Disqualification of Arbitrator (a) Any arbitrator shall be impartial and independent and shall perform his or her duties with diligence and in good faith, and shall be subject to disqualification for: (i) partiality or lack of independence, (ii) inability or refusal to perform his or her duties with diligence and in good faith; and/or (iii) any grounds for disqualification provided by applicable law. (b) Upon objection of a party to the continued service of an arbitrator, or on its own initiative, the Arbitration Provider shall determine whether the arbitrator should be disqualified under the grounds set out above, and shall inform the parties of its decision, which decision shall be conclusive. R-9. Communication with Arbitrator - No party and no one acting on behalf of any party shall communicate ex parte with an arbitrator or a candidate for arbitrator concerning the arbitration. R-10. Vacancies (a) If for any reason an arbitrator is unable to perform the duties of the office, the Arbitration Provider may, on proof satisfactory to it, declare the office vacant. Vacancies shall be filled in accordance with the applicable provisions of these rules. (b) In the event of a vacancy in a panel of neutral arbitrators after the hearings have commenced, the remaining arbitrator or arbitrators may continue with the hearing and determination of the controversy, unless the parties agree otherwise. (c) In the event of the appointment of a substitute arbitrator, the panel of arbitrators shall determine in its sole discretion whether it is necessary to repeat all or part of any prior hearings. R-11. Jurisdiction (a) The arbitrator shall have the power to rule on his or her own jurisdiction, including any objections with respect to the existence, scope or validity of the arbitration agreement. (b) The arbitrator shall have the power to determine the existence or validity of a contract of which an arbitration clause forms a part. Such an arbitration clause shall be treated as an agreement independent of the other terms of the contract. A decision by the arbitrator that the contract is null and void shall not for that reason alone render invalid the arbitration clause. (c) A party must object to the jurisdiction of the arbitrator or to the arbitrability of a claim or counterclaim no later than 15 days after the Arbitration Provider confirms its retention to the parties. The arbitrator may rule on such O objections as a preliminary matter or as part of the final award. R-12. Administrative Conference January 31, 2013 20 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS At the request of any party or upon the Arbitration Provider's own initiative, the Arbitration Provider may conduct an administrative conference, in person or by telephone, with the parties and/or their representatives. The conference may address such issues as arbitrator selection, potential exchange of information, a timetable for hearings and any other administrative matters. R-13. Preliminary Hearing (a) At the request of any party or at the discretion of the arbitrator or the Arbitration Provider, the arbitrator may schedule as soon as practicable a preliminary hearing with the parties and/or their representatives. The preliminary hearing may be conducted by telephone at the arbitrator's discretion. (b) During the preliminary hearing, the parties and the arbitrator should discuss the future conduct of the case, including clarification of the issues and claims, a schedule for the hearings and any.other preliminary matters. R-14. Exchange of Information (a) At the request of any party or at the discretion of the arbitrator, consistent with the expedited nature of arbitration, the arbitrator may direct: (i) the production of documents and other information; (ii) short depositions, particularly with regard to experts; and/or (iii) the identification of any witnesses to be called. (b) At least five business days prior to the hearing, the parties shall exchange copies of all exhibits they intend to submit at the hearing. • (c) The arbitrator is authorized to resolve any disputes concerning the exchange of information. (d) Additional discovery may be ordered by the arbitrator in extraordinary cases when the demands of justice require it. R-15. Date, Time, and Place of Hearing (a) The arbitrator shall set the date, time, and place for each hearing and/or conference. The parties shall respond to requests for hearing dates in a timely manner, be cooperative in scheduling the earliest practicable date, and adhere to the established hearing schedule. (b) The parties may mutually agree on the locale where the arbitration is to be held. Absent such agreement, the arbitration shall be held in the City and County of Denver. (c) The Arbitration Provider shall send a notice of hearing to the parties at least ten calendar days in advance of the hearing date, unless otherwise agreed by the parties. R-16. Attendance at Hearings The arbitrator and the Arbitration Provider shall maintain the privacy of the hearings unless the law provides to the contrary. Any person having a direct interest in the arbitration is entitled to attend hearings. The arbitrator shall otherwise have the power to require the exclusion of any witness, other than a party or other essential person, during the testimony of any other witness. It shall be discretionary with the arbitrator to determine the propriety of the attendance of any person other than a party and its representative. R-17. Representation • Any party may be represented by counsel or other authorized representative. A party intending to be so represented shall notify the other party and the Arbitration Provider of the name and address of the representative at least three calendar days prior to the date set for the hearing at which that person is first to appear. January 31, 2013 21 O REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS R-18. Oaths Before proceeding with the first hearing, each arbitrator may take an oath of office and, if required by law, shall do so. The arbitrator may require witnesses to testify under oath administered by any duly qualified person and, if it is required by law or requested by any party, shall do so. R-19. Stenographic Record Any party desiring a stenographic record shall make arrangements directly with a stenographer and shall notify the other parties of these arrangements at least three days in advance of the hearing. The requesting party or parties shall pay the cost of the record. If the transcript is agreed by the parties, or determined by the arbitrator to be the official record of the proceeding, it must be provided to the arbitrator and made available to the other parties for inspection, at a date, time, and place determined by the arbitrator. R-20.Interpreters Any party wishing an interpreter shall make all arrangements directly with the interpreter and shall assume the costs of the service. R-21. Postponements The arbitrator for good cause shown may postpone any hearing upon agreement of the parties, upon request of a party, or upon the arbitrator's own initiative. O R-22. Arbitration in the Absence of a Party or Representative Unless the law provides to the contrary, the arbitration may proceed in the absence of any party or representative who, after due notice, fails to be present or fails to obtain a postponement. An award shall not be made solely on the default of a party. The arbitrator shall require the party who is present to submit such evidence as the arbitrator may require for the making of an award. R-23. Conduct of Proceedings (a) The Contractor shall present evidence to support its claim. CDOT shall then present evidence supporting its defense. Witnesses for each party shall also submit to questions from the arbitrator and the adverse party. The arbitrator has the discretion to vary this procedure; provided that the parties are treated with equality and that each party has the right to be heard and is given a fair opportunity to present its case. (b) The arbitrator, exercising his or her discretion, shall conduct the proceedings with a view to expediting the resolution of the dispute and may direct the order of proof, bifurcate proceedings, and direct the parties to focus their presentations on issues the decision of which could dispose of all or part of the case. The arbitrator shall entertain motions, including motions that dispose of all or part of a claim or that may expedite the proceedings, and may also make preliminary rulings and enter interlocutory orders. (c) The parties may agree to waive oral hearings in any case. R-24. Evidence (a) The arbitrators shall consider all written information available in the claim record and all oral presentations in support of that record by the Contractor and CDOT. Conformity to legal rules of evidence shall not be O necessary. (b) The arbitrators shall not consider any written documents or arguments which have not previously been made January 31, 2013 22 01 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS a part of the claim record, other than clarification and data supporting previously submitted documentation. The arbitrators shall not consider an increase in the amount of the claim, or any new claims. (c) The arbitrator shall determine the admissibility, relevance, and materiality of any evidence offered. The arbitrator may request offers of proof and may reject evidence deemed by the arbitrator to be cumulative, unreliable, unnecessary, or of slight value compared to the time and expense involved. All evidence shall be taken in the presence of all of the arbitrators and all of the parties, except where: (i) any of the parties is absent, in default, or has waived the right to be present, or (ii) the parties and the arbitrators agree otherwise. (d) The arbitrator shall take into account applicable principles of legal privilege, such as those involving the confidentiality of communications between a lawyer and client. (e) An arbitrator or other person authorized by law to subpoena witnesses or documents may do so upon the request of any party or independently. R-25. Evidence by Affidavit and Post -hearing Filing of Documents or Other Evidence (a) The arbitrator may receive and consider the evidence of witnesses by declaration or affidavit, but shall give only such weight as the arbitrator deems it entitled to after consideration of any objection made to its admission. (b) If the parties agree or the arbitrator directs that documents or other evidence be submitted to the arbitrator after the hearing, the documents or other evidence, unless otherwise agreed by the parties and the arbitrator, • shall be filed with the Arbitration Provider for transmission to the arbitrator. All parties shall be afforded an opportunity to examine and respond to such documents or other evidence. R-26. Inspection or Investigation An arbitrator finding it necessary to make an inspection or investigation in connection with the arbitration shall direct the Arbitration Provider to so advise the parties. The arbitrator shall set the date and time and the Arbitration Provider shall notify the parties. Any party who so desires may be present at such an inspection or investigation. In the event that one or all parties are not present at the inspection or investigation, the arbitrator shall make an oral or written report to the parties and afford them an opportunity to comment. R-27. Interim Measures (a) The arbitrator may take whatever interim measures he or she deems necessary, including injunctive relief and measures for the protection or conservation of property and disposition of perishable goods. (b) A request for interim measures addressed by a party to a judicial authority shall not be deemed incompatible with the agreement to arbitrate or a waiver of the right to arbitrate. R-28. Closing of Hearing When satisfied that the presentation of the parties is complete, the arbitrator shall declare the hearing closed. If documents or responses are to be filed as provided in Section R-24, or if briefs are to be filed, the hearing shall be declared closed as of the final date set by the arbitrator for the receipt of documents, responses, or briefs. The time limit within which the arbitrator is required to make the award shall commence to run, in the absence of other • agreements by the parties and the arbitrator, upon the closing of the hearing. R-29. Reopening of Hearing January 31, 2013 23 10 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS The hearing may be reopened on the arbitrator's initiative, or by direction of the arbitrator upon application of a party, at any time before the award is made. If reopening the hearing would prevent the making of the award within the specific time agreed to by the parties in the arbitration agreement, the matter may not be reopened unless the parties agree to an extension of time. When no specific date is fixed by agreement of the parties, the arbitrator shall have 15 calendar days from the closing of the reopened hearing within which to make an award. R-30. Waiver of Rules Any party who proceeds with the arbitration after knowledge that any provision or requirement of these rules has not been complied with and who fails to state an objection in writing shall be deemed to have waived the right to object. R-31. Extensions of Time The parties may modify any period of time by mutual agreement. The Arbitration Provider or the arbitrator may for good cause extend any period of time established by these rules, except the time for making the award. The Arbitration Provider shall notify the parties of any extension. R-32. Serving of Notice (a) Any papers, notices, or process necessary or proper for the initiation or continuation of an arbitration under these rules; for any court action in connection therewith, or for the entry of judgment on any award made under these rules, may be served on a party by mail addressed to the party or its representative at the last known address or by personal service, in or outside the state where the arbitration is to be held, provided that • reasonable opportunity to be heard with regard thereto has been granted to the party. (b) The Arbitration Provider, the arbitrator and the parties may also use overnight delivery, electronic facsimile transmission (fax), or electronic mail (email) to give the notices required by these rules. (c) Unless otherwise instructed by the Arbitration Provider or by the arbitrator, any documents submitted by any party to the Arbitration Provider or to the arbitrator shall simultaneously be provided to the other party or parties to the arbitration. R-33. Majority Decision When the panel consists of more than one arbitrator, unless required by law or by the arbitration agreement, a majority of the arbitrators must make all decisions. R-34. Time of Award The award shall be made promptly by the arbitrator and, unless otherwise agreed by the parties or specified by law, no later than 30 calendar days from the date of closing the hearing, or, if oral hearings have been waived, from the date of the Arbitration Provider's transmittal of the final statements and proofs to the arbitrator. R-35. Form of Award After complete review of the facts associated with the claim, the arbitrators shall render a written explanation of their decision. When three arbitrators are used, and only two arbitrators agree then the award shall be signed by the two arbitrators. The arbitrator's decision shall include: (a) A summary of the issues and factual evidence presented by the Contractor and the Department concerning O the claim; January 31, 2013 • 24 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS (b) Decisions concerning the validity of the claim, (c) Decisions concerning the value of the claim as to cost impacts if the claim is determined to be valid; (d) The contractual and factual bases supporting the decisions made including an explanation as to why each and every position was accepted or rejected, (e) Detailed and supportable calculations which support any decisions. R-36. Scope of Award (a) The arbitrator may grant any remedy or relief that the arbitrator deems just and equitable and within the scope of the agreement of the parties, including, but not limited to, equitable relief and specific performance of a contract. (b) In addition to the final award, the arbitrator may make other decisions, including interim, interlocutory, or partial rulings, orders, and awards. (c) The award of the arbitrator may include interest at the statutory rate and from such date as the arbitrator may deem appropriate. R-37. Delivery of Award to Parties Parties shall accept as notice and delivery of the award the placing of the award or a true copy thereof in the mail addressed to the parties or their representatives at the last known address, personal or electronic service of the • award, or the filing of the award in any other manner that is permitted by law. R-38. Modification of Award Within 10 calendar days after the transmittal of an award, the arbitrator on his or her initiative, or any party, upon notice to the other parties, may request that the arbitrator correct any clerical, typographical, technical or computational errors in the award. The arbitrator is not empowered to redetermine the merits of any claim already decided. If the modification request is made by a party, the other parties shall be given 10 calendar days to respond to the request. The arbitrator shall dispose of the request within 25 calendar days after transmittal by the Arbitration Provider to the arbitrator of the request. If applicable law provides a different procedural time frame, that procedure shall be followed. R-39. Appeal of Award Appeal of the arbitrators' decision concerning the merit of the claim is governed by the Colorado Uniform Arbitration Act, C.R.S. §§ 13-22-202 to -230. Either party may appeal the arbitrator's decision on the value of the claim to the Colorado State District Court in and for the City and County of Denver for trial de novo. R-40. Release of Documents for Judicial Proceedings The Arbitration Provider shall, upon the written request of a party, furnish to the party, at its expense, certified copies of any papers in the Arbitration Provider's possession that may be required in judicial proceedings relating to the arbitration. • R-41. Applications to Court and Exclusion of Liability (a) No judicial proceeding by a party relating to the subject matter of the arbitration shall be deemed a waiver of January 31, 2013 25 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS the party's right to arbitrate. (b) Neither the Arbitration Provider nor any arbitrator in a proceeding under these rules is a necessary or proper party in judicial proceedings relating to the arbitration. (c) Parties to these rules shall be deemed to have consented that judgment upon the arbitration award may be entered in any federal or state court having jurisdiction thereof. (d) Parties to an arbitration under these rules shall be deemed to have consented that neither the Arbitration Provider nor any arbitrator shall be liable to any party in any action for damages or injunctive relief for any act or omission in connection with any arbitration under these rules. R-42. Administrative Fees The Arbitration Provider shall prescribe filing and other administrative fees and service charges to compensate for the cost of providing administrative services. The fees in effect when the fee or charge is incurred shall be applicable. Such fees and charges shall be borne equally by the parties. The Arbitration Provider may, in the event of extreme hardship on the part of any party, defer or reduce the administrative fees. R-43. Expenses The expenses of witnesses for either side shall be paid by the party producing such witnesses. All other expenses of the arbitration, including required travel and other expenses of the arbitrator, Arbitration Provider representatives, and any witness and the cost of any proof produced at the direct request of the arbitrator, shall be borne equally by the parties. R-44. Neutral Arbitrator's Compensation Arbitrators shall be compensated a rate consistent with the arbitrator's stated rate of compensation. If there is disagreement concerning the terms of compensation, an appropriate rate shall be established with the arbitrator by the Arbitration Provider and confirmed to the parties. Such compensation shall be borne equally by the parties. R-45. Deposits The Arbitration Provider may require the parties to deposit in advance of any hearings such sums of money as it deems necessary to cover the expense of the arbitration, including the arbitrator's fee, if any, and shall render an accounting to the parties and return any unexpended balance at the conclusion of the case. R-46. Interpretation and Application of Rules The arbitrator shall interpret and apply these rules insofar as they relate to the arbitrator's powers and duties by a majority vote. If that is not possible, either an arbitrator or a party may refer the question to the Arbitration Provider for final decision. All other rules shall be interpreted and applied by the Arbitration Provider. R-45. Suspension for Nonpayment 40 If arbitrator compensation or administrative charges have not been paid in full, the Arbitration Provider may so January 31, 2013 26 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS inform the parties in order that the parties may advance the required payment. If such payments are not made, the arbitrator may order the suspension or termination of the proceedings. If no arbitrator has yet been appointed, the Arbitration Provider may suspend the proceedings. FAST TRACK PROCEDURES F-1. Limitations on Extensions In the absence of extraordinary circumstances, the Arbitration Provider or the arbitrator may grant a party no more than one seven-day extension of the time in which to respond to the demand for arbitration or counterclaim as provided in Section R-3. F-2. Changes of Claim The arbitrator will not consider any information that was not previously made a part of the claim record as transmitted by the Chief Engineer, other than clarification and data supporting previously submitted documentation F-3. Serving of Notice In addition to notice provided above, the parties shall also accept notice by telephone. Telephonic notices by the Arbitration Provider shall subsequently be confirmed in writing to the parties. Should there be a failure to confirm in writing any such oral notice, the proceeding shall nevertheless be valid if notice has, in fact, been given by 40 telephone. F-4. Appointment and Qualification of Arbitrator Immediately after the retention of the Arbitration Provider, the Arbitration Provider will simultaneously submit to each party a listing and biographical information from its panel of arbitrators knowledgeable in construction who are available for service in Fast Track cases. The parties are encouraged to agree to an arbitrator from this list, and to advise the Arbitration Provider of their agreement, or any factual objections to any of the listed arbitrators, within 7 calendar days of the transmission of the list. The Arbitration Provider will appoint the agreed -upon arbitrator, or in the event the parties cannot agree on an arbitrator, will designate the arbitrator from among those names not stricken for factual objections. The parties will be given notice by the Arbitration Provider of the appointment of the arbitrator, who shall be subject to disqualification for the reasons specified above. Within the time period established by the Arbitration Provider, the parties shall notify the Arbitration Provider of any objection to the arbitrator appointed. Any objection by a party to the arbitrator shall be for cause and shall be confirmed in writing to the Arbitration Provider with a copy to the other party or parties. F-5. Preliminary Telephone Conference Unless otherwise agreed by the parties and the arbitrator, as promptly as practicable after the appointment of the arbitrator, a preliminary telephone conference shall be held among the parties or their attorneys or representatives, and the arbitrator. F-6. Exchange of Exhibits At least 2 business days prior to the hearing, the parties shall exchange copies of all exhibits they intend to submit 41 at the hearing. The arbitrator is authorized to resolve any disputes concerning the exchange of exhibits. F-7. Discovery January 31, 2013 27 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS There shall be no discovery, except as provided in Section F-4 or as ordered by the arbitrator in extraordinary cases when the demands of justice require it. F-8. Date, Time, and Place of Hearing The arbitrator shall set the date and time, and place of the hearing, to be scheduled to take place within 30 calendar days of confirmation of the arbitrator's appointment. The Arbitration Provider will notify the parties in advance of the hearing date. All hearings shall be held within the City and County of Denver. F-9. The Hearing (a) Generally, the hearing shall not exceed 1 day. Each party shall have equal opportunity to submit its proofs and complete its case. The arbitrator shall determine the order of the hearing, and may require further submission of documents within two business days after the hearing. For good cause shown, the arbitrator may schedule 1 additional hearing day within 7 business days after the initial day of hearing. (b) Generally, there will be no stenographic record. Any party desiring a stenographic record may arrange for one pursuant to the provisions above. F-10. Time of Award Unless otherwise agreed by the parties, the award shall be rendered not later than 14 calendar days from the date of the closing of the hearing or, if oral hearings have been waived, from the date of the Arbitration Provider's transmittal of the final statements and proofs to the arbitrator. 40 F-11. Time Standards The arbitration shall be completed by settlement or award within 60 calendar days of confirmation of the arbitrator's appointment, unless all parties and the arbitrator agree otherwise or the arbitrator extends this time in extraordinary cases when the demands of justice require it. F-12. Arbitrator's Compensation Arbitrators will receive compensation at a rate to be suggested by the Arbitration Provider regional office. PROCEDURES FOR LARGE, COMPLEX CONSTRUCTION DISPUTES L-1. Large, Complex Construction Disputes The procedures for large, complex construction disputes shall apply to any claim with a value exceeding $500,000 or as agreed to by the parties. L-2. Administrative Conference Prior to the dissemination of a list of potential arbitrators, the Arbitration Provider shall, unless the parties agree otherwise, conduct an administrative conference with the parties and/or their attorneys or other representatives by conference call. The conference call will take place within 14 days after the retention of the Arbitration Provider. In the event the parties are unable to agree on a mutually acceptable time for the conference, the Arbitration Provider may contact the parties individually to discuss the issues contemplated herein. Such administrative conference shall be conducted for the following purposes and for such additional purposed as the parties or the Arbitration Provider may deem appropriate: January 31, 2013 28 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS (a) To obtain additional information about the nature and magnitude of the dispute and the anticipated length of hearing and scheduling; (b) To discuss the views of the parties about the technical and other qualifications of the arbitrators; (c) To obtain conflicts statements from the parties; and (d) To consider, with the parties, whether mediation or other non -adjudicative methods of dispute resolution might be appropriate. L-3. Arbitrators (a) Large, Complex Construction Cases shall be heard and determined by three arbitrators. (b) The Arbitration Provider shall appoint arbitrator(s) in the manner provided in the Regular Construction Industry Arbitration Rules. L4. Preliminary Hearing As promptly as practicable after the selection of the arbitrator(s), a preliminary hearing shall be held among the parties and/or their attorneys or other representatives and the arbitrator(s). Unless the parties agree otherwise, the preliminary hearing will be conducted by telephone conference call rather than in person. • At the preliminary hearing the matters to be considered shall include, without limitation: (a) Service of a detailed statement of claims, damages and defenses, a statement of the issues asserted by each party and positions with respect thereto, and any legal authorities the parties may wish to bring to the attention of the arbitrator(s); (b) Stipulations to uncontested facts; (c) The extent to which discovery shall be conducted; (d) Exchange and premarking of those documents which each party believes may be offered at the hearing; (e) The identification and availability of witnesses, including experts, and such matters with respect to witnesses including their biographies and expected testimony as may be appropriate; (f) Whether, and the extent to which, any sworn statements and/or depositions may be introduced; (g) The extent to which hearings will proceed on consecutive days; (h) Whether a stenographic or other official record of the proceedings shall be maintained; (i) The possibility of utilizing mediation or other non -adjudicative methods of dispute resolution; and Q) The procedure for the issuance of subpoenas. By agreement of the parties and/or order of the arbitrator(s), the pre -hearing activities and the hearing procedures that will govern the arbitration will be memorialized in a Scheduling and Procedure Order. L-5. Management of Proceedings u O West Mulberry Street and West Prospect Road YA 211-224 Draft Geotechnical Investigation Report February 9, 2012 APPENDIX A- Boring Logs Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 22 of 36 January 31, 2013 29 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS (a) Arbitrator(s) shall take such steps as they may deem necessary or desirable to avoid delay and to achieve a just, speedy and cost-effective resolution of Large, Complex Construction Cases. (b) Parties shall cooperate in the exchange of documents, exhibits and information within such party's control if the arbitrator(s) consider such production to be consistent with the goal of achieving a just, speedy and cost effective resolution of a Large, Complex Construction Case. (c) The parties may conduct such discovery as may be agreed to by all the parties provided, however, that the arbitrator(s) may place such limitations on the conduct of such discovery as the arbitrator(s) shall deem appropriate. If the parties cannot agree on production of document and other information, the arbitrator(s), consistent with the expedited nature of arbitration, may establish the extent of the discovery. (d) At the discretion of the arbitrator(s), upon good cause shown and consistent with the expedited nature of arbitration, the arbitrator(s) may order depositions of, or the propounding of interrogatories to such persons who may possess information determined by the arbitrator(s) to be necessary to a determination of the matter. (e) The parties shall exchange copies of all exhibits they intend to submit at the hearing 10 business days prior to the hearing unless the arbitrator(s) determine otherwise. (f) The exchange of information pursuant to this rule, as agreed by the parties and/or directed by the arbitrator(s), shall be included within the Scheduling and Procedure Order. (g) The arbitrator is authorized to resolve any disputes concerning the exchange of information. (h) Generally hearings will be scheduled on consecutive days or in blocks of consecutive days in order to maximize efficiency and minimize costs. The following flow chart provides a summary of the disputes and claims process described in subsections 105.22, 105.23, and 105.24 0 • • 30 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS Figure 105-1 DISPUTES AND CLAIMS FLOW CHART I 105.22 Project Issue — Verbal discussions between Proj. Eng. and Supt. I Impasse Contractor provides written notice of dispute to Project Engineer j 15 Days — 105.22 (b) Contractor provides written REA including the following: (1) Date of dispute (2) Nature of order and circumstances causing dispute (3) Contract provisions supporting dispute (4) Estimated cost of dispute with supporting documentation (5) Analysis of progress schedule and disruption, if any 15 Days — 105.22 CDOT Project Engineer and Contractor discuss merit of dispute I PE denies merit of dispute Contractor rejects PE's denial. Contractor provides written notice to RE. 7 days — 105.22 (d) 7 days — 105.22 (c) I PE determines dispute has merit I 7 days — 105.22 (c) Contractor accepts denial. Dispute is resolved. I Disagree on quantum I Proj Eng/Res Eng & Supt/PM & Contractor's rep with decision authority above the project level to meet regularly to discuss dispute Up to 30 days — 105.22 (d) 30/ 45 days — 105.23(b) DRB agreement signed 105.23(a) Proj Eng Dispute is initiates DRB process 5 Days — unresolved 20 days — 105.23 (d) 105.23 (a) Preheating Submittal 15 days — 105.23 (e) DRB Hearing 30 days — 105.23 (g) DRB renders a recommendation 10 days — 105.23 (h) Request for Clarification and Reconsideration 14 days—105.23 (i) Either parry rejects DRB recommendation DRB recommendation is accepted January 31, 2013 Merit granted — Quantum negotiations 30 Days — 105.22 (c) Adjustment of payment/schedule in consultation with Program Engineer - Dispute is resolved Figure 105-1 continued on next page January 31, 2013 31 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS Figure 105-1 (continued) Either party rejects DRB recommendation Adjustment of 30 days — 105.24 (a) payment/schedule in consultation with ]05.24 Notice of intent to file a claim Program Engineer - 60 days — 105.24 (b) Dispute is resolved Contractor submits certified claim package w/RTD (and Audit Unit if over $250K) 60 days — 105.24 (d) F777R-TD renders a decision Contractor accepts decision Decision is implemented 30 days — 105.24 (d) Contractor rejects and 60 days - 105.24 (e) hief Engineer appeals RTD decision to CE nders decision 15 days Request for hearing 105.24 (e) �45aysj-05;.24;(e) 30 days — 105.24 (e)- Contractor rejects CE decision Contractor accepts CE decision Decision is implemented Optional Mediation I Dispute is unresolved I Contractor initiates I Binding Arbitration or Litigation (Whichever was selected at Contract execution) Litigation Court Decision I Dispute is resolved I Resolution is implemented Binding Arbitration I Arbitrator(s) render recommendation I Appeal process only for damages 0 February 3, 2011 REVISION OF SECTION 106 CERTIFICATES OF COMPLIANCE AND CERTIFIED TEST REPORTS Section 106 of the Standard Specifications is hereby revised for this project as follows: In subsection 106.12, delete the second paragraph and replace it with the following: The original Certificate of Compliance shall include the Contractor's original signature as directed above. The original signature (including corporate title) on the Certificate of Compliance, under penalty of perjury, shall be of a person having legal authority to act for the manufacturer. It shall state that the product or assembly to be incorporated into the project has been sampled and passed all specified tests in conformity to the plans and specifications for this project. One legible copy of the fully signed Certificate of Compliance shall be furnished to the Engineer prior to installation of material. The original shall be provided to the Engineer before payment for the represented item will be made. In subsection 106.13, delete the second paragraph and replace it with the following: The Certified Test Report shall be a legible copy or an original document and shall include the Contractor's original signature as directed above. The signature (including corporate title) on the Certified Test Report, under penalty of perjury, shall be of a person having legal authority to act for the manufacturer or the independent testing laboratory. It shall state that the test results show that the product or assembly to be incorporated into the project has been sampled and passed all specified tests in conformity to the plans and specifications for this project. One legible copy or original document of the fully signed Certified Test Report shall be furnished to the Engineer prior to installation of material. Failure to comply may result in delays to the project or rejection of the materials. is 0 May 2, 2013 REVISION OF SECTION 107 O PROJECT PAYROLLS Section 107 of the Standard Specifications is hereby revised for this project as follows Subsection 107.01 shall include the following: As related to the Form FHWA 1273, Required Contract Provisions Federal -Aid Construction Contracts, the Contractor shall check all Contractor and subcontractor project payrolls regarding accuracy of pay classification, pay hours, and pay rates. The Contractor shall sign and date all payrolls signifying this check has been performed. O February 3, 2011 REVISION OF SECTION 107 RESPONSIBILITY FOR DAMAGE CLAIMS, INSURANCE TYPES AND COVERAGE LIMITS Section 107 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 107.15(c) and replace it with the following: (c) Each insurance policy shall include provisions preventing cancellation or non -renewal without at least 30 days prior notice to Contractor. The Contractor shall forward to the Engineer any such notice received within seven days of the Contractor's receipt of such notice. 0 0 1 May 2, 2013 REVISION OF SECTIONS 107 and 208 WATER QUALITY CONTROL UNDER ONE ACRE OF DISTURBANCE Sections 107, 208, are hereby revised for this project as follows: In subsection 107.25(b)6 delete the second paragraph and replace it with the following: The Contractor shall record the location of potential pollutants on the plans. Descriptions of the potential pollutants shall be submitted to and approved by the Engineer. In subsection 208.03 delete the first paragraph and replace it with the following: Prior to construction the Contractor shall implement BMPs in accordance with the approved project schedule as described in subsection in 208.03(b). In subsection 208.03 delete the third, fourth, and fifth paragraphs and replace them with the following: The Contractor shall evaluate all non-stormwater coming onto the site, such as springs, seeps, and landscape irrigation return flow. If such flow is identified, BMPs shall be used to protect off -site water from becoming contaminated with sediment or other pollutants. The Contractor shall review existing inlets and culverts to determine if inlet protection is needed due to water flow patterns. Prior to beginning construction, inlets and culverts needing protection shall be protected and the location of the implemented BMP added to the plans. When additional BMPs are required and approved by the Engineer, the Contractor shall implement the additional BMPs and shall record and describe them on the plans. The approved BMPs will be measured and paid for in accordance with subsections 208.11 and 208.12. Delete subsections 208.03(c) and (d) and replace them with the following: (c) Implementation, Maintenance and Revision of the SWMP. O The Contractor's responsibilities shall be as follows: (1) Install, construct, and maintain all BMPs specified in the Contract and coordinate the construction of BMPs with all other construction operations. (2) Implement suitable temporary erosion and sediment control features as necessary to correct unforeseen conditions or emergency situations. Dismantle those features when their purpose has been fulfilled unless the Engineer directs that the features be left in place. (3) Implement necessary actions to reduce anticipated or presently existing water quality or erosion problems resulting from construction activities. (4) Make available, all labor, material, and equipment needed to install, maintain, and remove BMPs. (5) When included in the Contract, the Contractor shall assign to the project an individual to serve in the capacity of Erosion Control Supervisor (ECS). The ECS may be the Superintendent. The ECS shall be experienced in all aspects of construction and have satisfactorily completed an ECS training program authorized by the Department. Proof that this requirement has been met shall be submitted to the Engineer prior to or at the preconstruction conference. A list of authorized ECS training programs will be provided by the Engineer upon request by the Contractor. The ECS shall be the person responsible for ensuring that the responsibilities listed in (1) through (4) above are fulfilled (d) Documentation Available on the Project. The following Contract documents and references will be made available for reference in one location on the project during construction. 1. Project Documents. The following documents shall be kept, maintained, and updated in a single notebook: (1) SWMP Sheets (2) SWMP site map, if applicable to the project. (3) Details of BMPs used on the project not covered in Standard Plan M-208-1. O (4) List of potential pollutants as described in subsection 107.25. (5) SPCC and reports of reportable spills submitted to CDPHE. (6) Form 105s and all other correspondence relating to water quality. • • • 2 REVISION OF SECTIONS 107 and 208 WATER QUALITY CONTROL UNDER ONE ACRE OF DISTURBANCE (7) Project environmental permits and associated applications and certifications. 2. Reference Materials (1) CDOT Erosion Control and Stormwater Quality Guide. (2) CDOT Erosion Control and Stormwater Quality Field Guide. (3) Copy of biological opinion, if applicable. In subsection 208.04 delete the first and second paragraphs and replace them with the following: May 2, 2013 The Contractor shall modify the SWMP to clearly describe and locate all BMPs implemented at the site to control potential sediment discharges from vehicle tracking. Vehicle tracking pads shall be used at all vehicle and equipment access points to the site to prevent sediment exiting the project site onto paved public roads. Access shall be provided only at locations approved by the Engineer. Delete subsection 208.04(e) and replace it with the following: (e) Stabilization. Once earthwork has begun on a section, it shall be pursued until completion. Clearing and grubbing operations shall be scheduled and performed so that grading operations and final stabilization measures can follow immediately thereafter if the project conditions permit. Otherwise temporary stabilization measures shall be taken between successive construction stages. Additional work required because the Contractor has failed to properly coordinate the entire erosion control schedule, thus causing previously seeded areas to be disturbed by operations that could have been performed prior to the seeding shall be performed at the Contractor's expense. In subsection 208.06 delete the first paragraph and replace it with the following: The Contractor shall clearly describe and record on the SWMP, all practices implemented at the site to minimize impacts from procedures or significant material that could contribute pollutants to runoff. Areas or procedures where potential spills can occur shall have spill contingency plans in place as specified in subsections 107.25(b)6 or 208.06(c). In subsection 208.07 delete the second paragraph and replace it with the following Erodible stockpiles (including topsoil) shall be contained with acceptable BMPs at the toe (or within 20 feet of the toe) throughout construction. BMPs shall be approved by the Engineer. In subsection 208.08, delete the first paragraph and replace it with the following: The Contractor shall limit construction activities to those areas within the limits of disturbance shown on the plans and cross -sections. Construction activities, in addition to the Contract work, shall include the on -site parking of vehicles or equipment, on -site staging, on -site batch plants, haul roads or work access, and all other action which would disturb existing conditions. Off road staging areas must be pre -approved by the Engineer, unless otherwise designated in the Contract. Construction activities beyond the limits of disturbance due to Contractor negligence shall be restored to the original condition by the Contractor at the Contractor's expense. The Contractor shall tabulate additional disturbances not identified in the SWMP and indicate locations and quantities on the SWMP and report to the Engineer. In subsection 208.09, second paragraph, delete the list and replace it with the following (1) Failure to include erosion control in the project schedule or failure to include erosion control in each schedule update as specified in subsection 208.03(b). (2) Failure of the Contractor to implement necessary actions required by the Engineer as required by subsection 208.03(c). (3) Failure to amend SWMP and implement BMPs as required by subsection 208.04. (4) Failure to keep documentation and records current. (5) Failure to construct or implement erosion control or spill containment measures required by the Contract, or failure to construct or implement them in accordance with the Contractor's approved schedule as required 3 May 2, 2013 REVISION OF SECTIONS 107 and 208 WATER QUALITY CONTROL O UNDER ONE ACRE OF DISTURBANCE by subsection 208.06(c). (6) Failure to stabilize disturbed areas as required by subsections 208.04(e) and 208.08. (7) Failure to replace or perform maintenance on an erosion control feature after notice from the Engineer to replace or perform maintenance as required by subsection 208.04(f). (8) Failure to remove and dispose of sediment from BMPs as required. (9) Failure to install and properly utilize a concrete washout structure for containing washout from concrete placement operations. (10) Failure to perform permanent stabilization as required by subsection 208.04 (e). In subsection 208.09 delete the third paragraph and replace it with the following: The Engineer will immediately notify the Contractor in writing of each incident of failure to perform erosion control in accordance with the Specifications, including, but not limited to items (1) through (10) above. Correction shall be made as soon as possible but no later than 48 hrs from the date of notification to correct the failure. The Contractor will be charged liquidated damages in the amount of $875 for each calendar day after the 48 hour period has expired, that one or more of the incidents of failure to perform items (1) through (10) above, remains uncorrected. In subsection 208.09 delete the eighth and ninth paragraphs and replace them with the following: Disagreements regarding the suggested corrective action for a BMP compliance issue between the Project Engineer and Superintendent, shall be discussed with the Resident Engineer and Region Water Pollution Control Manager. If after meeting the Contractor is still in disagreement and feels that additional compensation is owed, the Contractor will follow the decision of the Project Engineer, keep track of the costs and negotiate further with the Project Engineer. If after pursuing the issue, the Contractor is unable to reach agreement with the Project Engineer, then the Contractor can follow the dispute process outlined in subsection 105.22. O If the Contractor's corrective action plan and schedule are not submitted and approved within 48 hours of the Stop Work Order or the corrective action plan is not implemented by the Contractor, the Engineer will have an on -site meeting with the Superintendent and the Superintendent's supervisor. This meeting will also be attended by the Resident Engineer, the Region Water Pollution Control Manager, and the Region Program Engineer. This meeting will identify and document needed corrective actions and a schedule for completion. If after the meeting, the unacceptable work is not remedied within the schedule as agreed to in the meeting, the Engineer will take action to effect compliance with the Contract by utilizing CDOT Maintenance personnel or other non -Contractor forces and deduct the cost from any moneys due or to become due to the Contractor pursuant to subsection 105.16. Delays due to these Stop Work Orders shall be considered nonexcusable. The Stop work Order shall be in place until the project is in Contract compliance. Delete subsection 208.10 and replace it with the following: 208.10 Items to Be Accomplished Prior to Final Acceptance. (a) Reclamation of Washout Areas. After concrete operations are complete, washout areas shall be reclaimed in accordance with subsection 208.05(n) at the Contractor's expense. (b) Survey. The Contractor shall survey Permanent Water Quality BMPs (Permanent BMPs) on the project after they are constructed and confirm they are at final configuration and grade. The Engineer will identify which Permanent BMPs shall be surveyed prior to the final walk through. The survey shall be performed in accordance with Section 625. (c) Removal of Temporary BMPs. Temporary BMPs subject to removal shall be determined by the Engineer at a final walk through of the project and shall be removed by the Contractor. If any BMPs are left in place, the Region's Water Pollution Control Manager shall be notified of the BMP locations. LJ 9 0 August 19, 2011 REVISION OF SECTION 108 CRITICAL PATH METHOD Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: The Bar Chart or Initial Schedule shall be submitted at least 10 working days prior to the start of the work. The Engineer's review of the Schedule will not exceed two working days. Work shall not begin until the Schedule is accepted in writing, unless otherwise approved by the Engineer In subsection 108.03 (c), delete the third paragraph. Project: Prospect and Mulberry Bridges Boring: PRYA-3 YYEH AND ASSOCIATES, INC. GEOTECHNICAL ENGINEERING CONSULTANTS Project Number: 211-224 Date: 1/5/12 Sheet 1 of 3 Boring Began: 12121/2011 Completed: 12121/2011 Total Depth: 64.0 ft Drilling Method: Solid -Stem Auger (4" O.D.) Drill Bit: Ground Elevation: Casing: Location: Drill: CME55 Weather: Coordinates: N: E: Driller: Custom Auger Drilling Logged By: K. Asay Ground Water Notes: Depth g 18.0 ft - - - Final By: I. Chen Date 12/21/11 - - - Inclination: Vertical Time - - - - m n .-. Rock Soil Samples a o r ^ a o Field Notes te a) m aa) E > Q Blows O Material Description and a) o N o C7 O� per N Y Lab Tests LU m 6 in -J CC 0.0 - 0.7 ft. CONCRETE, 8 inches. 0.7 -1.0 ft. BASE COURSE, 4 inches. 1.0 - 19.0 ft. clayey SAND, reddish brown, loose to medium dense. MC= 15.5 % 4/8 12 DD= 110.8 pcf 5 S/C= 0.1 % MC- 10.8 % 7/15 22 Do= 126.3 pcf 10 #200= 42 % LL= 29 PL= 14 PI= 15 AASHTO: A - 6 (2) USCS: SC MC= 19.1 % 315 8 DD= 110.7 pcf 15 UCCS= 26 psi 19.0 . 23.0 ft. silty SAND, reddish brown, loose. MC= 20 3/4 7 DD= 102.6 pcf • 0 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 23 of 36 May 2, 2013 REVISION OF SECTION 108 LIQUIDATED DAMAGES 40 Section 108 of the Standard Specifications is hereby revised for this project as follows: In subsection 108.09 delete the schedule of liquidated damages and replace with the following: Original Contract Amount $ Liquidated Damages per Calendar Day ($) From More Than To And Including 0 250,000 400 250,000 500,000 700 500,000 - 1;000,000 1,100`, 1,000,000 2,000,000 1,600 2,000,000 4,000,000 2,5W. - 4,000,000 10,000,000 3,300 10,000,000 ---- - 3,300 plus 200 Per Each Additional 1 000 b00 , Contract Amount or PartThereof Over 10000,000 TH rLa 0 January 31, 2013 wREVISION OF SECTION 108 SUBLETTING OF CONTRACT Section 108 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 108.01 and replace with the following: 108.01 Subletting of Contract. The Contractor shall not sublet, sell, transfer, assign, or dispose of the Contract or Contracts, or any portion thereof without written permission of the Engineer. Prior to beginning any work by subcontractor, the Contractor shall request permission from the Engineer by submitting a completed Sublet Permit Application, CDOT Form No. 205. The subcontract work shall not begin until the Contractor has received the Engineer's written permission. The Contractor shall make all project related written subcontracts, agreements, and purchase orders available to the Engineer for viewing, upon request and at a location convenient to the Engineer. The Contractor will be permitted to sublet a portion of the Contract, however, the Contractor's organization shall perform work amounting to 30 percent or more of the total original contract amount. Any items designated in the contract as "specialty items" may be performed by subcontract. The cost of "specialty items" so performed by subcontract may be deducted from the total original contract amount before computing the amount of work required to be performed by the Contractor's own organization. The original contract amount includes the cost of material and manufactured products which are to be purchased or produced by the Contractor and the actual agreement amounts between the Contractor and a subcontractor. Proportional value of a subcontracted partial contract item will be verified by the Engineer. When a firm both sells material to a prime contractor and performs the work of incorporating the materials into the project, these two phases shall be considered in combination and as constituting a single subcontract. The calculation of the percentage of subcontracted work shall be based on subcontract unit prices. • Subcontracts or transfer of Contract shall not release the Contractor of liability under the Contract and Bond. May 5, 2011 REVISION OF SECTION 109 COMPENSATION FOR COMPENSABLE DELAYS In subsection 109.10, delete the first two paragraphs and replace with the following: 109.10 Compensation for Compensable Delays. If the Engineer determines that a delay is compensable in accordance with either subsection 105.22, 105.23, 105.24, or 108.08, monetary compensation will be determined in accordance with this subsection. (a) These categories represent the only costs that are recoverable by the Contractor. All other costs or categories of costs are not recoverable: (1) Actual wages and benefits, including FICA, paid for additional labor not otherwise included in (5) below; (2) Costs for additional bond, insurance and tax; (3) Increased costs for materials; (4) Equipment costs calculated in accordance with subsection 109.04(c) for Contractor owned equipment and based on invoice costs for rented equipment; (5) Costs of extended job site overhead; (6) Costs of salaried employees not otherwise included in (1) or (5) above incurred as a direct result of the delay; (7) Claims from subcontractors and suppliers at any level (the same level of detail as specified herein is required for all such claims); (8) An additional 16 percent will be added to the total of items (1) through (7) as compensation for items for which no specific allowance is provided, including profit and home office overhead. Ll 0 February 3, 2011 REVISION OF SECTION 109 MEASUREMENT OF QUANTITIES Section 109 of the Standard Specifications is hereby revised for this project as follows: In subsection 109.01, delete the 171h paragraph and replace it with the following: Vehicles used to haul material being paid for by weight shall bear a plainly legible identification mark. Each of these vehicles shall be weighed empty daily at times directed by the Engineer. The Contractor shall furnish to the Engineer, in writing, a vehicle identification sheet that lists the following for each delivery vehicle to be used on the project: (1) identification mark (2) vehicle length (3) tare weight (4) number of axles (5) the distance between extreme axles (6) information related to legal weight, including the Permit No. and permitted weight of each vehicle for which the State has issued an overweight permit. This information shall be furnished prior to time of delivery of the material and at any subsequent time the Contractor changes vehicles, combination vehicles, axle length relationships, or overweight permitting of vehicles. 9 0 January 6, 2012 REVISION OF SECTION 109 MEASUREMENT OF WATER Section 109 of the Standard Specifications is hereby revised for this project as follows: In subsection 109.01, delete the twenty-sixth paragraph and replace with the following: Water may be measured either by volume or weight. Water meters shall be accurate within a range of t 3 percent. When water is metered, the Contractor shall use an approved metering device and shall furnish the Engineer a certificate showing the meter has been accurately calibrated within the time allowed in the following schedule: 2 inch - 4 years 4 inch to 6 inch 2 years 8 inch to 10 inch 1 year 0 January 31, 2013 REVISION OF SECTION 109 PROMPT PAYMENT Section 109 of the Standard Specifications is hereby revised to include the following: Subsection 109.06 (e) shall include the following: The Contractor shall submit the Form 1418, Monthly Payment Report, along with the project schedule updates, in accordance with subsections 108.03 (b) or 108.03 (c) (3). Failure to submit a complete and accurate Form 1418 shall be grounds for CDOT to withhold subsequent payments or retainage to the Contractor. 9 10 July 19, 2012 REVISION OF SECTIONS 203, 206, 304 AND 613 COMPACTION Sections 203, 304 and 613 of Standard Specifications are hereby revised for this project as follows: In subsection 203.03 (a), delete the fifth paragraph and replace with the following: 1. Soil Embankment. Soil embankment consists of materials with 50 percent or more of the material passing the 4.75 mm (No. 4) sieve. A soil embankment may also have more than 50 percent of the material retained on the 4.75 mm (No. 4) sieve, but no more than 30 percent of the material retained on the 19 mm (3/4 inch) sieve. Soil embankment shall be constructed with moisture density control in accordance with the requirements of subsection 203.07. 2. Rock Embankment. Rock embankment consist of materials with 50 percent or more of the material retained on the 4.75 mm (No. 4) sieve and with more than 30 percent of the material retained on the 19 mm (3/4 inch) sieve. All material shall be smaller than 6 inches. Rock embankments shall be constructed without moisture density control in accordance with the requirements of subsection 203.08. Delete Subsection 203.07 and replace with the following: 203.07 Construction of Embankment and Treatment of Cut Areas with Moisture and Density Control. Soil embankments shall be constructed with moisture and density control and the soil upon which the embankments are to be constructed shall be scarified to a depth of 6 inches and compacted with moisture and density control. The moisture content of the soil at the time of compaction shall be as specified or directed. The material shall be removed from the.full width of roadbed in all cut sections to the designated depth. The soil below the designated depth shall be thoroughly scarified to a depth of 6 inches and the moisture content increased or reduced, as necessary, to obtain the moisture content specified. This scarified layer shall then be compacted to the relative compaction specified. All embankment material shall be compacted to not less than 95 percent relative compaction. Maximum dry density of all soil types encountered or used will be determined in accordance with AASHTO T 99 as modified by CP 23. Soils shall be compacted at ± 2 percent of Optimum Moisture Content (OMC) as determined by AASTHO T 99. Soils having greater than 35 percent passing the 75 pm (No. 200) sieve shall be compacted to 0 to 3 percent above OMC. Soils which are unstable at the above moisture content shall be compacted at lower moisture content to the specified density. Additional work involved in drying embankment material to the required moisture content shall be included in the contract price paid for excavating or furnishing the material with no additional compensation. Density requirements will not apply to materials which cannot be tested in accordance with the above procedures for determining maximum dry density. Compaction for materials which cannot be tested shall be in accordance with subsection 203.08. Claystone or soil -like non -durable shale shall be pulverized and compacted to the specified moisture and percent of relative compaction and shall be compacted with a heavy tamping foot roller, weighing at least 30 tons. Each tamping foot roller shall protrude from the drum a minimum of 4 inches. Each embankment layer shall receive a minimum of three or more coverages with the tamping foot roller to obtain density. One coverage consists of one pass over the entire surface designated. One pass consists of the passing of an acceptable tamping foot roller over a given spot. The roller shall be operated at a uniform speed not exceeding 3 miles per hour. No additional compensation will be made for additional roller coverages to achieve specified density requirements. LJ July 19, 2012 REVISION OF SECTIONS 203, 206, 304 AND 613 COMPACTION In subsection 206.03, delete the fourth and fifth paragraphs and replace with the following: Backfill shall consist of approved materials uniformly distributed in layers brought up equally on all sides of the structure. Each layer of backfill shall not exceed 6 inches before compacting to the required density and before successive layers are placed. Structure backfill (Class 1) shall be compacted to a density of not less than 95 percent of maximum dry density determined in accordance with AASHTO T 180 as modified by CP 23. Backfill shall be compacted at ± 2 percent of Optimum Moisture Content (OMC). Structure backfill (Class 2) shall be compacted to a density of not less than 95 percent of maximum dry density. The maximum dry density and OMC for A-1, A-2-4. A-2-5 and A-3 materials will be determined in accordance with AASHTO T 180 as modified by CP 23. The maximum dry density and OMC for all other materials will be determined in accordance with AASHTO T 99 as modified by CP 23. Materials shall be compacted at ± 2percent of Optimum Moisture Content (OMC). Materials having greater than 35 percent passing the 75 pm (No. 200) sieve shall be compacted at 0 to 3 percent above OMC. In subsection 304.06, delete the first paragraph and replace with the following 304.06 Shaping and Compaction. Compaction of each layer shall continue until a density of not less than 95 percent of the maximum density determined in accordance with AASHTO T 180 as modified by CP 23 has been achieved. The moisture content shall be at +/-2 percent of optimum moisture content. The surface of each layer shall be maintained during the compaction operations so that a uniform texture is produced and the aggregates are firmly keyed. Moisture conditioning shall be performed uniformly during compaction. In subsection 613.07, delete the 151' paragraph and replace with the following: Trenching shall be backfilled and compacted as follows: Backfill shall be deposited in uniform layers. The . thickness of each layer shall be 6 inches or less thick prior to compaction. The space under the conduit shall be completely filled. The remainder of the trench and excavation shall be backfilled to the finished grade. The backfill material shall be compacted to the density of not less than 95 percent of maximum dry density. The maximum dry density and optimum moisture content (OMC) for A-1, A-2-4. A-2-5 and A-3 materials will determined in accordance with AASHTO T 180 as modified by CP 23. The maximum dry density and OMC for all other materials will determined in accordance with AASHTO T 99 as modified by CP 23. Materials shall be compacted at ± 2percent of Optimum Moisture Content (OMC). Materials having greater than 35 percent passing the 75 Nm (No. 200) sieve shall be compacted at 0 to 3 percent above OMC. Each layer shall be mechanically compacted by tamping with power tools approved by the Engineer. Compaction methods or equipment that damage the conduit shall not be used. 11 July 29, 2011 REVISION OF SECTIONS 206 AND 601 BACKFILLING STRUCTURES THAT SUPPORT LATERAL EARTH PRESSURES Sections 206 and 601 of the Standard Specifications are hereby revised for this project as follows: In subsection 206.03, delete the ninth paragraph and replace with the following: Backfill material shall not be deposited against newly constructed masonry or concrete structures, until the concrete has developed a compressive strength of 0.8 f 'c, except in cases where the structures support lateral earth pressure. Concrete compressive strength for structures supporting lateral earth pressure shall conform to subsection 601.12 (o). Subsection 601.12 shall include the following: (o) Backfilling Structures that Support Lateral Earth Pressure. Concrete compressive strengths shall reach fc before backfilling operations can begin with heavy equipment, such as skid -steers or self -powered riding compactors. Concrete compressive strengths shall reach 0.8 fc before backfilling operations can begin with hand operated equipment. • July 19, 2012 REVISION OF SECTION 206 IMPORTED MATERIAL FOR STRUCTURE BACKFILL Section 206 of the Standard Specifications is hereby revised for this project as follows: Subsection 206.02 (a) shall include the following: Imported Material used as structure backfill for pipes (storm sewer, cross culverts, side drains, etc) shall be tested for compatibility with the selected pipe material. When Nonreinforced Concrete Pipe or Reinforced Concrete Pipe is used, the imported material shall be tested for sulfate and pH. When Corrugated Steel Pipe, Bituminous Coated Corrugated Steel Pipe or Precoated Corrugated Steel Pipe is used, the imported material shall be tested for sulfates, chlorides, pH and resistivity. When Aramid Fiber Bonded Corrugated Steel Pipe or Corrugated Aluminum Pipe is used, the imported material shall be tested for pH and resistivity. When Plastic pipe is selected, the imported material does not need to be tested for sulfates, chlorides, pH and resistivity. Sulfates, chlorides, pH and resistivity shall be determined by the following procedures: (1) Water soluble sulfates using CP-L 2103 Method B. (2) Chlorides using CPL 2104 (3) Resistivity using ASTM G57 (4) pH using ASTM G51. The average of three consecutive tests shall show the imported material's sulfate, chloride, pH and resistivity is not greater than the limits corresponding to the Pipe Class in Table 206-1 or 206-2 for the pipe class specified on the plans. No single test shall have a result more than 20 percent greater than that corresponding to the limit in Table 206-1 or Table 206-2 for sulfates, chlorides and resistivity. No single test shall have a result more than 5 percent outside the limit in Table 206-1 for pH. The remaining sample material from a single failing test shall be split into three equal portions. CDOT shall receive one portion, the Contractor shall receive one portion and the remaining portion shall be retained by the Project. CDOT and the Contractor's Lab shall retest the failed sample; if the results from those tests are within 10 percent of each other, the results will be averaged. The averaged result will be used for Contract compliance. If the results from the Labs are not within 10 percent of each other, the remaining sample portion will be sent to an independent laboratory for testing using the testing requirements specified above. The independent laboratory will be mutually agreed upon by the Department and the Contractor. The Independent Lab's test result will be used for Contract compliance. If the imported material's sulfates, chlorides, and resistivity are less than the limits and the pH is within the limits in Table 203-1 or 203-2, CDOT will bear all costs associated with the independent lab test. If the imported material's sulfates, chlorides, and resistivity is greater than the limits and the pH is outside the limits in Table 206- 1 or 206-2, all costs associated with independent lab testing shall be at the Contractor's expense. Embankment represented by failing tests shall be removed from the project and replaced at the Contractor's expense. 10 0 0 YEH AND ASSOCIATES, INC. ,I■ Project: Prospect and Mulberry Bridges Boring: Boring: PRYA-3 GEOTECHNICAL ENGINEERING CONSULTANTS Project Number: 211-224 Date: 1/5/12 Sheet 2 =of3 Rock Soil Samples 0- a) a) Blows 0 Field Notes > a) (D E a)C) > 0 N 0 Material Description and LU 0 Ck� per 6 in -J Lab Tests a") 23.0 - 64.0 ft. sandy CLAY, reddish brown, stiff. MC= 24.2 % 5/5 10 ---- DD= 101.6 pcf 25 MC= 20.6 % 3/6 9 DD= 107.5 pcf 30 MC= 25.3 % 7/6 13 DD= 101.4 pcf 35 #200= 87 % LL= 29 PL= 19 Pl= 10 AASHTO: A - 4 (8) USCS: CL 40 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 24 of 36 July 19, 2012 REVISION OF SECTION 206 IMPORTED MATERIAL FOR STRUCTURE BACKFILL Table 206-1 SULFATE, CHLORIDE AND PH OF IMPORTED MATERIAL SOIL Pipe Class Sulfate Chloride (SO4) (Cl) pH % max % max 0,7 0.05 0.05 6.0-8.5. 1,7 0.10 0.10 6.0-8.5 2,8 0.20 0.20 6.0-815: 3, 9 0.50 0.50 6.0-8.5 4, 9 1.00 - 1.00 5.0-9.0' 5,10 2.00 2.00 5.0-9.0 6, 10 : >2.00 >2.00 <5 or >9;; Table 206-2 RESISTIVITY AND PH OF IMPORTED MATERIAL SOIL SIDE Resistivity, R (Ohm — cm) pH >_1,500 5.0-9.0 >_250 3.0-12.0 April 26, 2012 1 REVISION OF SECTION 206 STRUCTURE BACKFILL (FLOW -FILL) Section 206 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 206.02 (a) and replace with the following: (a) Structure Backfill. Class 1 and Class 2 structure backfill shall be composed of non -organic mineral aggregates and soil from excavations, borrow pits, or other sources. Material shall conform to the requirements of subsection 703.08. Class of material shall be as specified in the Contract or as designated. Structure backfill (Flow -Fill) meeting the following requirements shall be used to backfill bridge abutments. The Contractor may substitute structure backfill (Flow -Fill) for structure backfill (Class 1) or structure backfill (Class 2) to backfill culverts and sewer pipes. Flow -Fill is a self -leveling low strength concrete material composed of cement, fly ash, aggregates, water, chemical admixtures and/or cellular foam for air -entrainment. Flow -fill shall have a slump of 7 to 10 inches, when tested in accordance with ASTM C143 or a minimum flow consistency of 6 inches when tested in accordance with ASTM D6103. Flow -Fill shall have a minimum compressive strength of 50 psi at 28 days, when tested in accordance with ASTM D4832. Flash Fill shall not be used in lieu of Flow Fill. Flow -Fill placed in areas that require future excavation, such as utility backfill shall have a Removability Modulus (RM) of 1.5 or less. Removability Modulus, RM, is calculated as follows: RM = W15 x 104 x Co.S • 106 where: W = unit weight (pcf) C = 28-day compressive strength (psi) Materials for structure backfill (Flow -Fill) shall meet the requirements specified in the following subsections Fine Aggregate' 4 703.01 CoarseAggregate2,4 703.02 Portland Cement 701.01 Fly AsP747 701.02 Water 712.01 Air Entraining Admixture 711:02 Chemical Admixtures 711.03 ' Fine aggregate not meeting the requirements of subsection 703.01 may be used if testing indicates acceptable results for strength and air content. 2 Coarse aggregate not meeting the requirements of subsection 703.02 may be used if testing indicates acceptable results for strength and air content. s Fly ash not meeting the requirements of subsection 701.02 may be used if testing indicates acceptable results for strength and air content. 4 Industrial by-product aggregates (foundry sand, bottom ash, etc..) and fly ash not meeting the requirements of subsection 701.02 shall submit a report from the supplier documenting the results of testing in accordance with the Toxicity Characteristic Leaching Procedure (TCLP) described in 40 CFR 261. The report shall include the results of TCLP testing for heavy metals and other contaminants. Materials shall not exceed the TCLP limits of 40 CFR 261.24 for heavy metals Cellular foam shall conform to ASTM C869 and ASTM C796 • Recycled broken glass (glass cullet) is acceptable as part or all of the aggregate. Aggregate including glass must conform to the required gradations. All containers used to produce the cullet shall be empty prior to processing. Chemical, pharmaceutical, insecticide, pesticide, or other glass containers containing or having contained toxic or hazardous substances shall not be allowed and shall be grounds for rejecting the glass April 26, 2012 REVISION OF SECTION 206 STRUCTURE BACKFILL (FLOW -FILL) cullet. The maximum debris level in the cullet shall be 10 percent. Debris is defined as any deleterious material which impacts the performance of the structure backfill (Flow -Fill) including all non -glass constituents. The Contractor may use aggregate which does not meet the above specifications if the aggregate conforms to the following gradation: Sieve Size Percent Passing 25.0 mm (1 inch) 100 75 pm (No. 200) 0- 10' 1 The amount of material passing the 75 pm (No. 200) screen may exceed 10 percent if testing indicates acceptable results for strength and air content. The Contractor shall submit a structure backfill (Flow -Fill) mix design for approval prior to placement. The mix design shall include the following laboratory test data: (1) ASTM C231, Air content (2) ASTM D6023, Unit Weight (3) ASTM C143, Slump or ASTM D6103 flow consistency (4) ASTM D4832 28-day Compressive Strength (5) Removability Modulus (RM) In subsection 206.03, delete the thirteenth through fifteenth paragraphs and replace with the following: Compaction of structure backfill (Flow -Fill) shall not be performed. • The maximum layer thickness for structure backfill (Flow -Fill) shall be 3 feet unless otherwise approved by the Engineer. The Contractor shall not place structure backfill (Flow -Fill) in layers that are too thick to cause damage to culverts, pipes and other structures, or that will cause formwork or soil failures during placement. Structure backfill (Flow -Fill) shall have an indention diameter less than 3 inches and the indention shall be free of visible water when tested in accordance with ASTM D6024 by the Contractor prior to placing additional layers of structure backfill (Flow-Fill).Testing structure backfill (Flow -Fill) in accordance with ASTM D6024 will be witnessed by the Engineer. Damage resulting from placing structure backfill (Flow -Fill) in layers that are too thick or from not allowing sufficient time between placements of layers shall be repaired at the Contractor's expense. The Contractor shall secure culverts, pipes and other structures to prevent floating and displacement of these items during the placement of the structure backfill (Flow -Fill). Prior to the placement of structure backfill (Flow -Fill), the Contractor shall sample the structure backfill (Flow -Fill) in accordance with ASTM D5971. The Contractor shall test the structure backfill (Flow -Fill) unit weight in accordance with ASTM D6023. The Contractor shall test the structure backfill (Flow -Fill) for slump in accordance with ASTM C143 or flow consistency according to ASTM D6103. The Contractor shall sample and test the first three loads of structure backfill (Flow -Fill) for each placement and then randomly once every 50 cubic yards. Sampling and testing will be witnessed by the Engineer When structure backfill (Flow -Fill) is placed in areas that require future excavation, the unit weight of the placed structure backfill (Flow -Fill) shall not exceed the unit weight of the approved mix design by more than 2.0 pcf. Structure backfill (Flow -Fill) shall not be allowed to freeze during placement and until it has set sufficiently according to ASTM D6024. Frozen structure backfill (Flow -Fill) shall be removed and replaced at the Contractor's expense. • When the Contractor substitutes Structure Backfill (Flow -Fill) for Structure Backfill (Class 1) or (Class 2), the trench width may be reduced to provide a minimum 6 inch clearance between the outside diameter of the culvert and the trench wall. • • January 31, 2013 REVISION OF SECTION 208 EROSION LOG Section 208 of the Standard Specifications is hereby revised for this project as follows: In subsection 208.02, delete (h) and replace with the following: (h) Erosion log. Shall be one of the following types unless otherwise shown on the plans: (1) Erosion Log (Type 1) shall be curled aspen wood excelsior with a consistent width of fibers evenly distributed throughout the log. The casing shall be seamless, photo -degradable tube netting and shall have minimum dimensions as shown in Table 208-1, based on the diameter of the log called for on the plans. The curled aspen wood excelsior shall be fungus free, resin free, and free of growth or germination inhibiting substances. (2) Erosion Log (Type 2) shall consist of a blend of 30-40 percent weed free compost and 60-70 percent wood chips. The compost/wood blend material shall pass a 50 mm (2 inch) sieve with a minimum of 70 percent retained on the 9.5 mm (3/8 inch) sieve and comply to subsection 212.02 for the remaining compost physical properties. The compost/wood chip blend may be pneumatically shot into a geotextile cylindrical bag or be pre -manufactured. The geotextile bag shall consist of material with openings of 3/8 inches of HDPE mesh, and contain the compost/wood chip material while not limiting water infiltration. Erosion log (Type 1 and Type 2) shall have minimum dimensions as shown in Table 208-1, based on the diameter of the log. Table 208-1 NOMINAL DIMENSIONS OF EROSION LOGS Diameter Length (feet) Weight (minimum) (pounds/foot) Stake Dimensions Inches Min. Max. 9 inch'= b 1018016 1,5 by 1 (nomina )) bya18.)!!{t, 12 inch 10 180 2.5 1.5 by 1.5(nominal) by 24 20 i 10 1TE -> ��`4 0 2 by 2 (nominal) f r`'At Stakes to secure erosion logs shall consist of pinewood or hardwood. Subsection 208.11 shall include the following: All BMPs measured by the linear foot shall be determined along the centerline of the BMP. Measured length will not include required overlap. April 26, 2012 REVISION OF SECTION 212 SEED Section 212 of the Standard Specifications is hereby revised for this project as follows: In subsection 212.02 (a), delete the first paragraph and replace with the following: (a) Seed. All seed shall be furnished in bags or containers clearly labeled to show the name and address of the supplier, the seed name, the lot number, net weight, origin, the percent of weed seed content, the guaranteed percentage of purity and germination, pounds of pure live seed (PLS) of each seed species, and the total pounds of PLS in the container. All seeds shall be free from noxious weed seeds in accordance with current state and local lists and as indicated in Section 213. The Contractor shall furnish to the Engineer a signed statement certifying that the seed is from a lot that has been tested by a recognized laboratory for seed testing within thirteen months prior to the date of seeding. The Engineer may obtain seed samples from the seed equipment, furnished bags or containers to test seed for species identification, purity and germination. Seed tested and found to be less than 10 percent of the labeled certified PLS and different than the specified species will not be accepted. Seed which has become wet, moldy, or damaged in transit or in storage will not be accepted. 0 O January 31, 2013 . REVISION OF SECTION 213 MULCHING NOTICE This is a standard special provision that revises or modifies CDOT's Standard Specifications for Road and Bridge Construction. It has gone through a formal review and approval process and has been issued by CDOT's Project Development Branch with formal instructions for its use on CDOT construction projects. It is to be used as written without change. Do not use modified versions of this special provision on CDOT construction projects, and do not use this special provision on CDOT projects in a manner other than that specified in the instructions unless such use is first approved by CDOT's Standards and Specifications Unit. The instructions for use on CDOT construction projects appear below. Other agencies which use the Standard Specifications for Road and Bridge Construction • to administer construction projects may use this special provision as appropriate and at their own risk. Instructions for use on CDOT construction projects: Use in all projects having mulching. to January 31, 2013 REVISION OF SECTION 213 MULCHING Section 213 of the Standard Specifications is hereby revised for this project as follows: In subsection 213.01, delete the last paragraph and replace with the following: This work includes furnishing and applying spray -on mulch blanket or bonded fiber matrix on top of rock cuts and slopes after seeding or as temporary stabilization as shown on the plans or as directed by the Engineer. In subsection 213.02, delete the eighth paragraph and replace with the following: The hydromulch material for hydraulic mulching shall consist of virgin wood fibers manufactured expressly from clean whole wood chips. The chips shall be processed in such a manner as to contain no growth or germination inhibiting factors. Fiber shall not be produced from recycled materials such as sawdust, paper, cardboard, or residue from pulp and paper plants. The wood cellulose fibers of the mulch must maintain uniform suspension in water under agitation. Upon application, the mulch material shall form a blotter like mat covering the ground. This mat shall have the characteristics of moisture absorption and percolation and shall cover and hold seed in contact with the soil. The Contractor shall obtain certifications from suppliers that laboratory and field testing of their product has been accomplished, and that it meets all of the foregoing requirements pertaining to wood cellulose fiber mulch. In subsection 213.02, delete the eleventh paragraph and replace with the following: Material for mulch tackifier shall consist of a free -flowing, noncorrosive powder produced either from the natural plant gum of Plantago Insularis (Desert Indianwheat) or pre -gelatinized 100 percent natural corn starch polymer. The powders shall possess the following properties: O Plantago Insularis (Desert Indianwheat): Property Requirement Test Method pH l% solution 6.5 - 8.0 (2) Mucilage content 75%min. ASTM D7047 Pre -gelatinized 100 percent natural corn starch polymer (6) All fibers shall be colored green or yellow with a biodegradable dye. Delete the last paragraph in subsection 213.02 and replace with the following: (a) Spray -on Mulch Blanket. Spray on mulch blanket shall be one of the following, unless otherwise shown on the plans: (1) Spray -on Mulch Blanket (Type 1) shall be a hydraulically applied matrix containing organic fibers, water soluble cross -linked tackifier, reinforcing natural and/or synthetic interlocking fibers. Mulch Blanket (Type 1) shall conform to the following: 0 January 31, 2013 • 2 REVISION OF SECTION 213 MULCHING Properties Requirement Test Method Organic Fibers 71%o Mini.' "-ASTNI D 2974 .=;` Cross linked Tackifiers 10%+/- 2% Min. `kemfOrcing'lint, rlOckill<rFlbers "10%+/'1%Mill" s n Biodegradability 100% ASTM D 5338 GrOUnd Cover: a Application r _, �; �__ f Rate 90% Mm x 'ASTM, D6567: Functional Longevity 12 Months Min. Cure Time <8 hours . Application A plicafion Rate 3;000 lb /acre; i t .: .," , ryx The organic fiber shall not contain lead paint, printing ink, varnish, petroleum products, seed germination inhibitors, or chlorine bleach. The organic fibers and reinforcing interlocking fibers cannot be produced from sawdust, cardboard, paper, or paper by-products. (2) Spray -on Mulch Blanket (Type 2) shall be a hydraulically applied matrix pre -packaged in 50 pound bags containing both a soil and fiber stabilizing compound and thermally processed wood fiber. • The sterilized weed -free wood fiber mulch shall be manufactured through a thermo-mechanical defibrating process containing a specific range of fiber lengths averaging 0.25 inches or longer. Mulch Blanket (Type 2) shall meet the following requirements: Property Requirement Test Method Fiber RetentidifOn 28-Mesh Screen.,',` >t•'40% Tyler€Ro.Tap Method ";`;' Moisture Content 12% f 2% Total Air Dry Weight Basis Organic.Matter ?99.2% f 0i2% Oven Dr"vnWei ht Ash Content Content 0.8%+0.2% Oven Dry Weight Basis pH At3%"Cons`i`s'tency ln`Water i ' Sterilized Weed -Free c 4`5 7'0't 0 5°70N-MR Yes ; FNQff Toxi6,To Plant Or Animal Life The soil and fiber stabilizing compound shall be composed of linear anionic copolymers of acrylamide pre -packed within the bag having a minimum content of 1.0 percent. The compound shall conform to the following: Charge Density > 25% ,Non n- i W&PI WMA aIIL ito s , Yes_ . (b) Bonded Fiber Matrices (BFM). BFM shall consist of hydraulically -applied matrix with a minimum of 70 percent non -toxic thermally processed or refined long strand organic fibers and water soluble tackifier to provide erosion control and designed to be functional for a minimum of 9 months. BFMs form an erosion -resistant January 31, 2013 3 O REVISION OF SECTION 213 MULCHING blanket that promotes vegetation and prevents soil erosion. The BFM shall be 100 percent biodegradable. The binder in the BFM should also be biodegradable. Biodegradable BFMs should not be applied immediately before, during, or immediately after rainfall if the soil is saturated. BFM shall conform to the following requirements: Property Requirement Test Method Ground Cover (%}; 95 ASTM 6567 Bio-degradability (%) 100 ASTM 5338 uFuntionat Longevity (months) 9 month minimum Cure Time hours 24-48 ,Cross -linked tackifier 10% minimum Application Application Rate (lbs./Acre) 3000 The fibers shall not contain lead paint, printing ink, varnish, petroleum products, seed germination inhibitors, or chlorine bleach. Fiber shall not be produced from sawdust, cardboard, paper, or paper by-products. In subsection 213.03 (b) 2, delete the second paragraph and replace with the following: Application Rate: Apply this as an overspray at the following rate or as approved by the Engineer. Powder Fiber Water U 200 lbs./Acre 300 lbs./Acre 2000 gal./Acre In subsection 213.03, delete (f) and replace with the following: (f) Spray -on Mulch Blanket. Spray -on Mulch Blanket shall strictly comply with the Manufacturer's mixing recommendations and installation instructions. No chemical additives with the exception of fertilizer, soil pH modifiers, extended -term dyes and bio nutrients will be permitted. Apply Spray -on mulch blanket in a uniform application using a minimum 22 degree arc type nozzle. Apply hydro slurry in two direction (from top of slope down and from toe of the slope up, as well as, be applied at a minimum of two layers). Hydromulching vessel shall be filled with water to at least 1/3 capacity (high enough to cover agitators) prior to adding any material. Continue to fill vessel with water and slowly add the fibers while agitators are in motion. Run agitators at % speed. Continue to mix tank a minimum of 10 minutes prior to application. Co -polymer shall not be used use in channels, swales, or other areas where concentrated flows are anticipated and should not be used on saturated soils that have groundwater seeps. Subsection 213.03 shall include the following: (g) Bonded Fiber Matrices (BFM). Bonded fiber matrices shall strictly comply with the Manufacturer's mixing recommendations and installation instructions. No chemical additives with the exception of fertilizer, soil pH modifiers, extended -term dyes and bio stimulant materials shall be permitted. BFM shall be applied in a uniform application using a minimum 22 degree arc type nozzle. Apply BFM in two direction (from top of slope down and from toe of the slope up, as well as, be applied at a minimum of two layers. Biodegradable BFMs should not be applied immediately before, during, or immediately after rainfall if the soil is saturated. 0 January 31, 2013 REVISION OF SECTION 213 MULCHING Product shall not be used use in channels, swales, or other areas where concentrated flows are anticipated and should not be used on saturated soils that have groundwater seeps. Foot traffic, mechanical traffic or grazing shall not be permitted on treated areas until vegetated. Treated areas damaged due to circumstances beyond Contractor's control shall be repaired or re -applied as ordered. Payment for corrective work, when ordered, shall be at contract rates. In subsection 213.04, delete the first paragraph and replace with the following: The quantity of hay and straw mulch, wood chip mulch, wood fiber and, spray -on mulch tackifier, bonded fiber matrix and tackifier will not be measured but shall be the quantity designated in the Contract, except that measurements will be made for revisions requested by the Engineer, or for discrepancies of plus or minus five percent of the total quantity designated in the Contract. Measurement for acres will be by slope distances. In subsection 213.04, delete the fourth paragraph and replace with the following: Spray -on Mulch Blanket and Bonded Fiber Matrix will be measured by the acre or by the actual pounds of product applied, as shown on the plans. The area will be calculated on the basis of actual or computed slope measurements. The Contractor shall verify prior to application, weight of spray on mulch blanket and bonded fiber matrix bags for certification of materials and application rate. • Subsection 213.05 shall include the following: Payment will be made under: Pay Item Pay Unit _ Bonded -Fiber Matrix Acre Bonded Fiber Matrix Pound Spray on Mulch Blanket. Pound Payment for spray -on mulch blanket and bonded fiber matrix will be full compensation for all work and materials necessary to complete this item. LJ • • EXHIBIT 1 - REVISED BID SCHEDULE (The revised bid schedule has also been uploaded as a separate Microsoft Excel Document) CONTRACT ITEM NO. CONTRACT ITEM - QUANTITY UNIT UNIT COST ITEM COST 201 -00000 Clearing and Grubbing 1 LS $ - 202 -00010 Removal of Tree 6 EA $ - 202 A Removal of 12" Waterline 70 LF $ - 202 B Removal of 24" Casing Pipe 50 LF $ - 202 -00019 Removal of Inlet 1 EA $ - 202 -00155 Removal of Wall (Timber Tie Wall) 72 LF $ - 202 -00200 Removal of Sidewalk 308 SY $ - 202 -00203 Removal of Curb & Gutter 209 LF $ - 202 -00206 Removal of Concrete Curb Ramp 32 SY $ - 202 -00210 Removal of Concrete Pavement 733 SY $ - 202 -00220 Removal of Asphalt Mat 147 SY $ - 202 -00250 Removal of Pavement Marking 1 LS $ - 202 -00400 Removal of Bridge 1 EA $ - 202 -01000 Removal of Fence 47 LF $ - 203 -00100 Muck Excavation 323 CY $ - 206 -00000 Structure Excavation 740 CY $ - 206 -00065 Structure Backfill (Flowfill) 65 CY $ - 206 -00100 Structure Backfill (Class 1) 98 CY $ - 206 -01781 Shoring 2 LS $ 208 -00000 Erosion Control Supervisor 1 LS $ 208 -00005 Erosion Log 120 LF $ 208 -00022 Orange Safety Fence 76 LF $ 208 -00034 Gravel Bag 60 LF $ 208 -00045 Concrete Washout Structure 1 EA $ 208 -00050 Storm Drain Inlet Protection 1 EA $ 208 -00070 Vehicle Tracking Pad 1 EA $ 208 -00103 Removal and Disposal of Sediment (Labor) 40 HOUR $ - 208 -00106 Sweeping (Sediment Removal) 5 HOUR $ - 208 -00107 Removal of Trash 5 HOUR $ - 210 -01000 Reset Fence (Chain Link) 30 LF $ - 210 -01100 Reset Fence (Wood Privacy) (Match Existing) 60 LF $ - Addendum 2 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 2 of 4 YYEH AND ASSOCIATES, INC. Project: Prospect and Mulberry Bridges Boring: PRYA-3 GEOTECHNICAL ENGINEERING CONSULTANTS Project Number: 211-224 Date: 1/5/12 Sheet 3 of 3 n Rock Soil Samples C T o Z— a o Field Notes > m a) Q) E > O Blows o Material Description and p U) O 0 per N Lab Tests LU 6 in of 45 Cave off at 48 feet 50 55 60 818 16 Bottom of Hole at 64.0 ft. I I i i 65 11* Ell Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 25 of 36 July 19, 2012 REVISION OF SECTION 250 , ENVIRONMENTAL, HEALTH AND SAFETY MANAGEMENT Section 250 of the Standard Specifications is hereby revised for this project as follows: In subsection 250.03, delete the second and third paragraphs and replace with the following: This project may be in the vicinity of property associated with petroleum products, heavy metal based paint, landfill, buried foundations, abandoned utility lines, industrial area or other sites which can yield hazardous substances or produce dangerous gases. These hazardous substances or gases can migrate within or into the construction area and could create hazardous conditions. The Contractor shall use appropriate methods to reduce and control known landfill, industrial gases, and visible emissions from asbestos encounters and hazardous substances which exist or migrate into the construction area. The Contractor shall follow CDOT's Asbestos -Contaminated Soil Management Standard Operating Procedure, dated August 22, 2011 for proper handling of asbestos -contaminated soil, and follow all applicable Solid and Hazardous Waste Regulations for proper handling of soils encountered that contain any other substance mentioned above. Encountering suspected contaminated material, including groundwater, old foundations, building materials, demolition debris, or utility lines that may contain asbestos or be contaminated by asbestos, is possible at some point during the construction of this project. When suspected contaminated material, including groundwater, is encountered or brought to the surface, the procedures under subsection 250.03(d) shall be followed. In subsection 250.07 delete, (d) and replace with the following: (d) CDOT's Asbestos -Contaminated Soil Management Standard Operating Procedure, dated August 22, 2011. Asbestos contaminated soil shall be managed in accordance with 6 CCR 1007-2, Section 5, Asbestos Waste Management Regulations. Regulations apply only upon discovery of asbestos materials during excavation and soil disturbing activities on construction projects, or when asbestos encounters are expected during construction. The contractor shall comply with procedures detailed in the CDPHE's Asbestos -Contaminated • Soil Guidance Document and CDOT's approved Asbestos -Contaminated Soil Management Standard Operating Procedure, dated August 22, 2011, including the following minimum requirements: (1) Immediate actions and implementation of interim controls to prevent visible emissions, exposure, and asbestos contamination in surrounding areas. (2) Soil Characterization. (3) Training required for all personnel involved in excavation and other soil disturbing activities, once asbestos is encountered during construction or on projects where asbestos encounters are expected. Training must be given by a Certified Asbestos Inspector or Certified Asbestos Abatement Designer with a minimum of six months experience inspecting asbestos contaminated soil. (4) Assessment for the presence and extent, within the proposed area of disturbance, of asbestos discoveries, whether expected or unexpected, by a Certified Asbestos Inspector. (5) Investigation and sampling required for risk assessment and management. Investigation, if required, shall be conducted by a Certified Asbestos Inspector. (6) Risk assessment and determinations for further management or abatement. (i) Risk assessment and determinations must be made by a Certified Asbestos Inspector, and coordinated with the Engineer. (ii) Soil remediation is not necessarily required, depending on the circumstances. (7) Submit 24-hour Notification of Unplanned Asbestos Discovery. (8) Submit 10-day Notification of Planned Asbestos Management. L� May 2, 2013 • REVISION OF SECTIONS 401 AND 412 SAFETY EDGE Sections 401 and 412 of the Standard Specifications are hereby revised for this project as follows: Subsection 401.10 shall include the following: The paver shall include an approved longitudinal paver wedge system to create a sloped safety edge as shown on the plans. The wedge system shall be attached to the screed and shall compact the HMA to a density at least as dense as the compaction imparted to the rest of the HMA layer by the paving screed. The system shall provide a sloped Safety Edge equal to 32 degrees plus or minus 5 degrees measured from the pavement surface cross slope extended. The use of a single plate strike off is not permitted. The system shall be adjustable to accommodate varying paving thicknesses. The Engineer may allow the Contractor to use handwork for short sections or to saw cut the sloped Safety Edge after paving operations are completed in areas such as transitions at driveways, intersections, interchanges. The Contractor shall submit the proposed system for approval at the Preconstruction Conference. The Engineer may require proof that the system has been used on previous projects with acceptable results or may require a test section constructed prior to the beginning of work to demonstrate that it creates an acceptable wedge shape and compaction. Paving shall not begin until the system is approved in writing by the Engineer. The Safety Edge may be constructed on each lift of HMA or on the full specified plan depth on the final lift. The finished shape of the Safety Edge shall extend for the full depth of the asphalt pavement or for the top 5 inches whichever is less. Subsection 401.22 shall include the following: All costs associated with the construction of the Safety Edge will not be paid for separately, but shall be included in the work. Subsection 412.07 shall include the following: The Contractor shall use an approved longitudinal paver wedge system to create a sloped Safety Edge. The Contractor shall modify the paver screed to create a Safety Edge that meets the final cross-section shown on the plans. The system shall provide a sloped Safety Edge equal to 32 degrees plus or minus 5 degrees measured from the pavement surface cross slope extended. There may be areas where it is not possible to place the Safety Edge in conjunction with mainline paving but where the Safety Edge is required, such as transitions at driveways, intersections, interchanges, etc. In these areas the Engineer may allow the Contractor to use handwork for short sections or to saw cut the sloped Safety Edge after paving operations are completed. The Contractor shall submit the proposed system for approval at the Preconstruction Conference. The Engineer may require proof that the system has been used on previous projects with acceptable results or may require a test section constructed prior to the beginning of work to demonstrate that it creates an acceptable wedge shape. Paving shall not begin until the system is approved in writing by the Engineer. The finished shape of the Safety Edge shall extend for the full depth of the concrete pavement or for the top 5 inches whichever is less. 0 May 2, 2013 2 •REVISION OF SECTIONS 401 AND 412 SAFETY EDGE Subsection 412.23 shall include the following: Concrete Safety Edge will be measured by the actual number of linear feet that are installed and accepted. Subsection 412.24 shall include the following: Pay Item Pay Unit Concrete Safety Edge Linear Foot Payment for concrete safety edge will be full compensation for all work and materials required to complete the item. • • • E • May 5, 2011 REVISION OF SECTIONS 412,601 AND 711 LIQUID MEMBRANE -FORMING COMPOUNDS FOR CURING CONCRETE Sections 412, 601 and 711 of the Standard Specifications are hereby revised for this project as follows: In subsection 412.14, first paragraph, delete the second sentence and replace with the following: The impervious membrane curing compound shall meet the requirements of ASTM C 309, Type 2 and shall be volatile organic content (VOC) compliant. In subsection 601.13 (b), first paragraph, delete the second sentence and replace with the following: A volatile organic content (VOC) compliant curing compound conforming to ASTM C 309, Type 2 shall be used on surfaces where curing compound is allowed, except that Type 1 curing compound shall be used on exposed aggregate or colored concrete, or when directed by the Engineer. In subsection 601.16 (a) 1., delete the first sentence and replace with the following: 1. Membrane Forming Curing Compound Method. A volatile organic content (VOC) compliant curing compound conforming to ASTM C 309, Type 2 shall be uniformly applied to the surface of the deck, curbs and sidewalks at the rate of 1 gallon per 100 square feet. Delete subsection 711.01 and replace with the following: 711.01 Curing Materials. Curing materials shall conform to the following requirements: Burlap Cloth made from Jute or Kenaf. . AASHTO M 182 Liquid Membrane -Forming Compounds for Curing Concrete ASTM C 309 Sheet Materials for Curing Concrete AASHTO M 171' *Only the performance requirements of AASHTO M171 shall apply. Straw used for curing shall consist of threshed straw of oats, barley, wheat, or rye. Clean field or marsh hay may be substituted for straw when approved by the Engineer. Old dry straw or hay which breaks readily in the spreading process will not be accepted. February 3, 2011 0 REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE PAVEMENT FINISHING NOTICE This is a standard special provision that revises or modifies CDOT's Standard Specifications for Road and Bridge Construction. It has gone through a formal review and approval process and has been issued by CDOT's Project Development Branch with formal instructions for its use on CDOT construction projects. It is to be used as written without change. Do not use modified versions of this special provision on CDOT construction projects, and do not use this special provision on CDOT projects in a manner other than that specified in the instructions unless such use is first approved by the Standards and Specifications Unit of the Project Development Branch. The instructions for use on CDOT construction projects appear below. Other agencies which use the Standard Specifications for Road and Bridge Construction to administer construction projects may use this special provision as appropriate and at . their own risk. Instructions for use on CDOT construction projects: Use this standard special provision on all projects having portland cement concrete pavement. February 3, 2011 REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE PAVEMENT FINISHING Section 412 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 412.12(a) and replace it with the following: (a) Hand Finishing. Hand finishing should be minimized wherever possible. The Engineer shall be notified prior to hand finishing work and the proposed hand finished work shall be addressed in the Quality Control Plan for concrete finishing. Unless otherwise specified, hand finishing methods will be permitted only under the following conditions. Hand finished concrete shall be struck off and screeded with a portable screed that is at least 2 feet longer than the maximum width of the slab to be struck off. It shall be sufficiently rigid to retain its shape. Concrete shall be thoroughly consolidated by hand vibrators. Hand finishing shall not be allowed after concrete has been in -place for more than 30 minutes or when initial set has begun unless otherwise approved by the Engineer. Finishing tools made of aluminum shall not be used. The Contractor shall provide a Quality Control Plan (QCP) to ensure that proper hand finishing is accomplished in accordance with current Industry standards in the concrete pavement placement. It shall also identify the Contractor's method for ensuring that the provisions of the QCP are met. The QCP shall be submitted to the Engineer at the Preconstruction Conference. Paving operations shall not begin until the Engineer has approved the QCP. The QCP shall identify and address issues affecting the quality of finished concrete pavement including but not limited to: (1) Timing of hand finishing operations (2) Methodology to place and transport concrete (3) Equipment and tools to be utilized (4) Qualifications and training of finishers and supervisors When the Engineer determines that any element of the approved QCP is not being implemented or that hand finished concrete is unacceptable, work shall be suspended. The Contractor shall supply a written plan to address improperly placed material and how to remedy future hand finishing failures and bring the work into compliance with the QCP. The Engineer will review the plan for acceptability prior to authorizing the resumption of operations. 0 February 3, 2011 REVISION OF SECTION 601 CONCRETE BATCHING Section 601 of the Standard Specifications is hereby revised for this project as follows: In subsection 601.06, delete (13) and (17) and replace with the following: (13) Gallons of water added by truck operator, the time the water was added and the quantity of concrete in the truck each time water is added. (17) Water to cementitious material ratio. • 0 February 3, 2011 REVISION OF SECTIONS 601 CONCRETE FINISHING Section 601 of the Standard Specifications are hereby revised for this project as follows: In subsection 601.12 (a) delete the fifth paragraph and replace it with the following: Water shall not be added to the surface of the concrete to assist in finishing operations. Hand finishing should be minimized wherever possible. The hand finishing methods shall be addressed in the Quality Control Plan for concrete finishing. Hand finished concrete shall be struck off and screeded with a portable screed that is at least 2 feet longer than the maximum width of the surface to be struck off. It shall be sufficiently rigid to retain its shape. Concrete shall be thoroughly consolidated by hand vibrators. Hand finishing shall not be allowed after concrete has been in -place for more than 30 minutes or when initial set has begun. Finishing tools made of aluminum shall not be used. The Contractor shall provide a Quality Control Plan (QCP) to ensure that proper hand finishing is accomplished in accordance with current Industry standards. It shall identify the Contractor's method for ensuring that the provisions of the QCP are met. The QCP shall be submitted to the Engineer at the Preconstruction Conference. Concrete placement shall not begin until the Engineer has -approved the QCP. The QCP shall identify and address issues affecting the quality finished concrete including but not limited to: (1) Timing of hand finishing operations (2) Methodology to place and transport concrete (3) Equipment and tools to be utilized (4) Qualifications and training of finishers and supervisors When the Engineer determines that any element of the approved QCP is not being implemented or that hand finished concrete is unacceptable, work shall be suspended. The Contractor shall supply a written plan to address improperly placed material and how to remedy future hand finishing failures and bring the work into compliance with the QCP. The Engineer will review the plan for acceptability prior to authorizing the resumption of operations. In subsection 601.14(a) delete the fourth paragraph. 0 July 28, 2011 1 REVISION OF SECTION 601 CONCRETE FORM AND FALSEWORK REMOVAL Section 601 of the Standard Specifications is hereby revised for this project as follows: In subsection 601.09, delete (h) and replace with the following: (h) Removal of Forms. The forms for any portion of the structure shall not be removed until the concrete is strong enough to withstand damage when the forms are removed. Unless specified in the plans, forms shall remain in place for members that resist dead load bending until concrete has reached a compressive strength of at least 80 percent of the required 28 day strength, 0.80fc. Forms for columns shall remain in place until concrete has reached a compressive strength of at least 1,000 psi. Forms for sides of beams, walls or other members that do not resist dead load bending shall remain in place until concrete has reached a compressive strength of at least 500 psi. Forms and supports for cast -in -place concrete box culverts (CBCs) shall not be removed until the concrete compressive strength exceeds 0.6 fc' for CBCs with spans up to and including 12 feet, and 0.67 fc' for CBCs with spans exceeding 12 feet but not larger than 20 feet. Forms for CBCs with spans larger than 20 feet shall not be removed until after all concrete has been placed in all spans and has attained a compressive strength of at least 0.80f c. Concrete compressive strength shall be determined using information concrete cylinders or by maturity meters. At the pre -pour conference, the Contractor shall submit the method of determining the structure's strength and the location where information cylinders will be taken or maturity meters placed. If information cylinders are used they shall be cast by the Contractor and cured in the same manner as the structure. A set of information cylinders shall be taken for each concrete placement on the structure. A set of • information cylinders shall be taken for any load of concrete that is being placed at the mid -span of beams and at support locations and other locations as directed by the Engineer. Casting of the information cylinders will be witnessed by the Engineer. The information cylinders shall remain in the molds and cured in the same manner as the structure until they are tested in the laboratory by the Engineer. Compressive strength shall be determined using the compressive strength of at least two information cylinders. The contractor shall be responsible for protecting the information cylinders from damage. Prior to placement of concrete whose strength will be determined with maturity meters, the Contractor shall provide the Engineer a report of maturity relationships in accordance with CP 69. The Contractor shall provide maturity meters and all necessary wires and connectors. The Contractor shall be responsible for the placement and maintenance of the maturity meter and wire. . At a minimum a maturity meter will be placed at the mid -span of beams and at support locations. Placement shall be as directed by the Engineer. For structures with multiple sets of information cylinders or maturity meters, the lowest compressive strength shall determine when the forms can be removed. Acceptance cylinders shall not be used for determining compressive strength to remove forms. When field operations are controlled by information cylinder tests or maturity meter, the removal of forms, supports and housing, and the discontinuance of heating and curing may begin when the concrete is found to have the required compressive strength. Forms for median barrier, railing or curbs, may be removed at the convenience of the Contractor after the concrete has hardened. All forms shall be removed except permanent steel bridge deck forms and forms used to support hollow abutments or hollow piers when no permanent access is available into the cells. When permanent access is provided into box girders, all interior forms and loose material shall be removed, and the inside of box girders shall be cleaned. July 28, 2011 . REVISION OF SECTION 601 CONCRETE FORM AND FALSEWORK REMOVAL In subsection 601.11, delete (e) and replace with the following (e) Falsework Removal. Unless specified in the plans or specifications, falsework shall remain in place until concrete has attained a minimum compressive strength of 0.80fc. Falsework supporting any span of a simple span bridge shall not be released until after all concrete, excluding concrete above the bridge deck, has attained a compressive strength of at least 0.80f'c. Falsework supporting any span of a continuous or rigid frame bridge shall not be released until after all concrete, excluding concrete above the bridge deck, has been placed in all spans and has attained the compressive strength of at least 0.80fc. Falsework for arch bridges shall be removed uniformly and gradually, beginning at the crown, to permit the arch to take its load slowly and evenly. Falsework supporting overhangs and deck slabs between girders shall not be released until the deck concrete has attained a compressive strength of at least 0.80f'c. Falsework for pier caps which will support steel or precast concrete girders shall not be released until the concrete has attained a compressive strength of at least 0.80f'c. Girders shall not be erected onto such pier caps until the concrete in the cap has attained the compressive strength of at least 0.80f'c. Falsework for cast -in -place prestressed portions of structures shall not be released until after the pre -stressing steel has been tensioned. • Concrete compressive strength shall be determined using information concrete cylinders or by maturity meters. At the pre -pour conference, the Contractor shall submit the method of determining the structure's strength and the location that information cylinders will be taken or maturity meters placed. If information cylinders are used they shall be cast by the Contractor and cured in the same manner as the structure. A set of information cylinders shall be taken for each concrete placement on the structure. A set of information cylinders shall be taken for any load of concrete that is being placed at the mid -span of beams and at support locations and other locations as directed by the Engineer. Casting of the information cylinders will be witnessed by the Engineer. The information cylinders shall remain in the molds and cured in the same manner as the structure until they are tested in the laboratory by the Engineer. Compressive strength shall be determined using the compressive strength of at least two information cylinders. The Contractor shall be responsible for protecting the information cylinders from damage. Prior to placement of concrete whose strength will be determined with maturity meters, the Contractor shall provide the Engineer a report of maturity relationships in accordance with CP 69. The Contractor shall provide maturity meters and all necessary wires and connectors. The Contractor shall be responsible for the placement and maintenance of the maturity meters and wires. At a minimum a maturity meter will be placed at the mid -span of beams and at support locations. Placement shall be as directed by the Engineer. For structures with multiple sets of information cylinders or maturity meters, the lowest compressive strength shall determine when the falsework can be removed. Acceptance cylinders shall not be used for determining compressive strength to remove falsework. 0 • 0 0 'I■YEH AND ASSOCIATES, INC. Project: Prospect and Mulberry Bridges Boring: PRYA-4 GEOTECHNICAL ENGINEERING CONSULTANTS Project Number: 211-224 Date: 1/5/12 Sheet 1 of Boring Began: 12/21/2011 Completed: 12/21/2011 Total Depth: 34.0 ft Drilling Method: Solid -Stem Auger (4" O.D.) Drill Bit: Ground Elevation: Casing: Location: Drill: CME 55 Weather: Coordinates: N: E: Driller: Custom Auger Drilling Logged By: K. Asay Ground Water Notes: s Final By: I. Chen Depth - 18.0It Date 12/21/11 Inclination: Vertical Time - n .-. Rock Soil Samples a a n E a) Blows o Field Notes N > Q o Material Description p and w _ � 0 IX 6 m N y Lab Tests � 0.0 - 0.7 ft. CONCRETE, 8 inches. 0.7 - 9.0 ft. sandy CLAY, brown, very stiff. j �f MC= 22.7 % #200= 56 % LL= 44 PL= 19 PI= 25 pH= 8.5 10/13 23 S= 0.06 % Re= 503 ohms -cm 5 AASHTO: A-7-6 (11) USCS:CL Cl= 0.03 % MC= 14.5 % DD= 114.6 pcf MC= 6.2 % 9.0 -12.0 ft. silty SAND, reddish brown, medium 13/15 28 dense. DD= 117.6 pcf 10 9200= 24 % LL= NV PL= NP PI= NP S/C= -1.5 % ! AASHTO: A-1-b(0) USCS:SM 12.0 - 22.0 ft. sandy CLAY, reddish brown, medium stiff. MC= 22.1 % 3/4 7 DD= 101.5 pcf 15 — — UCCS= 21 psi MC= 20.2 % 3/4 7 DD= 109.4 pcf U CS= 10 psi Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 26 of 36 July 29, 2011 REVISION OF SECTION 601 CONCRETE SLUMP ACCEPTANCE Section 601 of the Standard Specifications is hereby revised for this project as follows: Delete the fifth paragraph of Subsection 601.05 and replace with the following: Except for Class BZ concrete, the slump of the delivered concrete shall be the slump of the approved concrete mix design plus or minus 2.0 inch. The laboratory trial mix must produce an average compressive strength at least 115 percent of the required field compressive strength specified in Table 601-1. When entrained air is specified in the Contract for Class BZ concrete, an air entraining admixture may be added to an approved Class BZ mix design. A new trial mix will not be required. Delete Subsection 601.17 (b), 601.17 (d) and Table 601-3 and replace with the following: (b) Slump. Slump acceptance, but not rejection, may be visually determined by the Engineer. Any batch that exceeds the slump of the approved concrete mix design by 2.0 inches will be retested. If the slump is exceeded a second time, that load is rejected. If the slump is greater than 2 inches lower than the approved concrete mix design, the load can be adjusted with a water reducer, or by adding water (if the w/cm allows) and retested. Portions of loads incorporated into structures prior to determining test results which indicate rejection as the correct course of action shall be subject to reduced payment or removal as determined by the Engineer. I* (d) Pay Factors. The pay factor for concrete which is allowed to remain in place at a reduced price shall be according to Table 601-3 and shall be applied to the unit price bid for Item 601, Structural Concrete. If deviations occur in air content and strength within the same batch, the pay factor for the batch shall be the product of the individual pay factors. • Table 601-3 PAY FACTORS Percent Total Air Strength Deviations From Specified Air Percent Pay Factor (Percent) Below Specified Strength (psi) < 4500 psi Concrete Pay Factor (Percent) Below Specified Strength (psi) > 4500 psi Concrete 0.0-0.2 98 1-100 98 1-100 0.3-0.4 96 101-200 96 101-200 0.5-0.6 92 201-300 92 201-300 0.7-0.8 84 301-400 84 301-400 0.9-1.0 75 401-500 75 401-500 Over 1.0 Reject Over 500 Reject 65 501-600 54 601-700 42 701-800 29 801-900 15 901-1000 Reject Over 1000 0 January 31, 2013 REVISION OF SECTIONS 627 AND 708 PAVEMENT MARKING PAINT NOTICE This is a standard special provision that revises or modifies CDOT's Standard Specif cations for Road and Bridge Construction. It has gone through a formal review and approval process and has been issued by CDOT's Project Development Branch with formal instructions for its use on CDOT construction projects. It is to be used as written without change. Do not use modified versions of this special provision on CDOT construction projects, and do not use this special provision on CDOT projects in a manner other than that specified in the instructions unless such use is first approved by CDOT's Standards and Specifications Unit. The instructions for use on CDOT construction projects appear below. Other agencies which use the Standard Specifications for Road and Bridge Construction to administer construction projects may use this special provision as appropriate and at their own risk. Instructions for use on CDOT construction projects: Use on projects having pavement marking paint. a January 31, 2013 1 REVISION OF SECTIONS 627 AND 708 PAVEMENT MARKING PAINT Sections 627 and 708 of the Standard Specifications are hereby revised for this project as follows: In subsection 627.04, delete the first paragraph and replace with the following: 627.04 Pavement Marking with Waterborne, Low Volatile Organic Compound (VOC) Solvent Base, and High Build Acrylic Waterborne Paint (High Build). Striping shall be applied when the air and pavement temperatures are no less than 45 OF for waterborne and high -build paint, and no less than 40 OF for low VOC solvent base paint on asphalt or portland cement concrete pavements. The pavement surface shall be dry and clean. Surface cleaning shall be required when there is deicing material on the road. Weather conditions shall be conducive to satisfactory results. In subsection 627.04 delete the table and replace it with the following Descri tion Paint Waterborne Low VOC I High Build' Lateral Deviation 2.0 inch per 200 foot Max _ -Alignment Rate Sq. Ft. per Gallon 90-100 90-100 67-73 -Coverage Thickness Mil 16-18 16-18 22-24 Width Inches Per Plans +/- 0.25 D Time Minutes 5-10 T 5-10 5-10 Beads Application Rate, Ibs/ al 7-8 9-10 Subsection 627.13 shall include the following: Pay Item Pay Unit Pavement Marking Paint (High Build) Gallon Delete subsection 708.05 and replace with the following: 708.05 Pavement Marking Materials. Except for pavement marking paint, pavement marking materials shall be selected from the Department's Approved Products List (APL). Prior to start of work, a Certified Test Report (CTR) for all pavement marking materials shall be submitted in accordance with subsection 106.13. For white paint, the color after drying shall be a flat -white, free from tint, and shall provide the maximum amount of opacity and visibility under both daylight and artificial light. For yellow paint, the Federal Standard 595E shall be used to designate colors and the ASTM E308 shall be used to quantitatively define colors. After drying, the yellow paint shall visually match Federal Standard 595E color chip number 33538, and shall be within 6 percent of central color, PR-1 Chart, where x = 0.5007 and y = 0.4555 (The four pairs of chromaticity coordinates determine the acceptable color in terms of the CIE 1931 Standard Colorimetric System measured with Standard Illuminant D65. ) (a) Low VOC Solvent Base Paint. Low VOC Paint shall be ready mixed, and shall be capable of being applied to Asphalt or Portland Cement Concrete Pavements. (b) Acrylic Waterborne Paint. Acrylic waterborne paint shall be a lead-free, 100 percent Acrylic resin polymer waterborne product. The finished product shall maintain its consistency during application at temperatures compatible with conventional equipment. 0 • • 0 January 31, 2013 2 REVISION OF SECTIONS 627 AND 708 PAVEMENT MARKING PAINT (c) High Build Acrylic Waterborne Paint. High build acrylic waterborne paint binder (nonvolatile portion of vehicle) shall be 100 percent HD 21 acrylic cross linking polymer, by weight, as determined by infrared analysis or other chemical analysis available to the Department. Waterborne and High Build Acrylic Waterborne paint shall meet the following requirements: Performance Requirements: The paint shall be water resistant and shall show no softening or blistering. Table 708-1 WATERBORNE AND HIGH BUILD ACRYLIC WATERBORNE PAINT Property White Yellow Test Method Nonvolatile portion of vehicle` white and ellow ,'% .... ' ° 43.0' 43.0 ASTM`D 2205,. :.. Pigment Composition Percent by weight* 60.0 60.0 ASTM D 4451� ASTM'D 3723 " ,` �:. Paint Titanium Dioxide'Content;'Ib/gal _ 1.0 0 2..' ;, ASTM D5381 P.ro ehies "of the` ii Finished Pamt ''�"` FTMS 141C - Method 4053.1, Total Non-volatiles, (solids) % by weight 77.0 77.0 ASTM D 2369, or ASTM D 4758 Densit , Itis/ al ■ 14.0-14:6 140-14.6 - ASTM'D 2205 Consistency (Viscosity) White and Yellow, Krebs- 85 95 85-95 ASTM D 562 Stormer Units w _ x�.•: _ Freeze Thaw Stability' A, ;Shall complete°5 or more _ 'A M D22�4° ST r, "test -.. <�.�. c cles successful) :...,. s.x.......... Fineness of Grind, Cleanliness Rating B, minimum 3 3 ASTM D 1210 Scrub Resistance 800 800- ASTM D2486 Directional Reflectance: 5 mil Wet Film 90 50 ASTM E 1347 Dry O acit ": Contrast Ratio :- 5 mil Wet Film 0.95 7b.95 .' ASTM D2805 ;: ♦Percent by weight shall include percent of organic yellow pigment. ■Density shall not vary more than 0.3 lbs. / al between batches. February 17, 2012 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.16 delete the fifth paragraph. E • 0 • • February 3, 2011 REVISION OF SECTION 630 RETROREFLECTIVE SIGN SHEETING Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.06, first paragraph, delete the fifth sentence and replace with the following: Retroreflective sheeting on new devices shall be Type IV. Existing devices manufactured with Type III sheeting may be used on projects advertised prior to January 1, 2014. Devices used on projects advertised on or after January 1, 2014 shall be manufactured with Type IV sheeting. January 31, 2013 REVISION OF SECTION 630 . SIGNS AND BARRICADES Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.02, delete the second paragraph, and replace with the following: Temporary sign support assembly shall be timber, perforated square metal tubing inserted into a larger base post or slip base or perforated metal U-channel with a slip base. The temporary sign support assembly shall conform to NCHRP and AASHTO requirements regarding temporary sign supports during construction. Subsection 630.02 shall include the following: If a timber post is selected, it shall conform to the requirements of subsection 614.02. • July 28, 2011 • REVISION OF SECTION 703 CONCRETE AGGREGATES Section 703 of the Standard Specifications is hereby revised for this project as follows: Delete the second paragraph of subsection 703.00 and Table 703-1. Delete subsections 703.01 and 703.02 and replace with the following: 703.01 Fine Aggregate for Concrete. Fine aggregate for concrete shall conform to the requirements of AASHTO M 6, Class A. The minimum sand equivalent, as tested in accordance with Colorado Procedure 37 shall be 80 unless otherwise specified. The fineness modulus, as determined by AASHTO T 27, shall not be less than 2.50 or greater than 3.50 unless otherwise approved. 703.02 Coarse Aggregate for Concrete. Coarse aggregate for concrete shall conform to the requirements of AASHTO M 80, Class A aggregates, except that the percentage of wear shall not exceed 45 when tested in accordance with AASHTO T 96. • February 3, 2011 REVISION OF SECTION 712 WATER FOR MIXING OR CURING CONCRETE Section 712 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 712.01 and replace it with the following: 712.01 Water. Water used in mixing or curing concrete shall be reasonably clean and free of oil, salt, acid, alkali, sugar, vegetation, or other substance injurious to the finished product. Concrete mixing water shall meet the requirements of ASTM C1602. The Contractor shall perform and submit tests to the Engineer at the frequencies listed in ASTM C1602. Potable water may be used without testing. Where the source of water is relatively shallow, the intake shall be so enclosed as to exclude silt, mud, grass, and other foreign materials. • E 46 0 February 3, 2011 1 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY A. AFFIRMATIVE ACTION REQUIREMENTS Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) The Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area are as follows: Goals and Timetable for Minoritv Utilization Timetable - Until Further Notice Economic Standard Metropolitan Counties Goal Area Statistical Area SMSA Involved 157 2080 Denver -Boulder Adams, Arapahoe, Boulder, Denver, (Denver) Douglas, Gilpin, Jefferson ................... 13.8% 2670 Fort Collins Larimer................................................ 6.9% 3060 Greeley Weld .................................................... 13.1% Non SMSA Counties Cheyenne, Clear Creek, Elbert, Grand, Kit Carson, Logan, Morgan, Park, Phillips, Sedgwick, Summit, Washington & Yuma ............................ 12.8% 158 1720 Colorado Springs El Paso, Teller ..................................... 10.9% (Colo. Spgs. - 6560 Pueblo Pueblo ................................................. 27.5% Pueblo) Non SMSA Counties Alamosa, Baca, Bent, Chaffee, Conejos, Costilla, Crowley, Custer, Fremont, Huerfano, Kiowa, Lake, Las Animas, Lincoln, Mineral, Otero, Prowers, Rio Grande, Sa uache........ 19.0% 159 Non SMSA Archuleta, Delta, Dolores, Eagle, (Grand Junction) Garfield, Gunnison, Hinsdale, La Plata, Mesa, Moffat, Montezuma, Montrose, Ouray, Pitkin, Rio Blanco, Routt, San Juan, San Miguel 10.2% 156 (Cheyenne - Non SMSA Jackson County, Colorado .................. 7.5% Casper WY) GOALS AND TIMETABLES FOR FEMALE UTILIZATION UntilFurther Notice .............................. ................................................. ....................................... 6.9% Statewide Project: Prospect and Mulberry Bridges Boring: PRYA-4 YEH AND ASSOCIATES, INC. Y GEOTECHNICAL ENGINEERING CONSULTANTS Project Number: 211-224 Date: 1/5/12 Sheet 2 of 2 m n .-. Rock Soil Samples C T F o T - y y a o Field Notes W aai a) E > Q Blows o Material Description and u, o CJ per N Lab Tests LU 6 in Of 22.0 - 35.0 ft. clayey SAND, reddish brown, loose. MC= 21.6 % 514 9 DD= 105.1 pcf 25 SIC= -0.4 % MC= 16 % 2/6 8 DD= 115.4 pcf 30 — MC= 24.1 % 6/6 12 DD= 102.7 pcf 35 Bottom of Hole at 34.0 ft. 40 • 0 Ell Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 27 of 36 February 3, 2011 2 AFFIRMATIVE ACTION REQUIREMENTS • EQUAL EMPLOYMENT OPPORTUNITY These goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non -federally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts meet the goals established for the geographical area where the contract resulting form this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Par 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this specification, and in the contract resulting from this solicitation, the "covered area" • is the county or counties shown on the Invitation for Bids and on the plans. In cases where the work is in two or more counties covered by differing percentage goals, the highest percentage will govern. 0 February 3, 2011 3 . AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY B. STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these Specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number' means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d. "Minority" includes; (i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of • North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractor toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered Construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any office of Federal Contract Compliance Programs Office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. February 3, 2011 4 AFFIRMATIVE ACTION REQUIREMENTS • EQUAL EMPLOYMENT OPPORTUNITY 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following; a. Ensure and maintain a working environment free of harassment, intimidation , and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities- b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its union have employment opportunities available, and maintain a record of the • organization's responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off - the -street applicant and minority or female referral from a union, a recruitment source of community organization and of what action was taken with respect to each individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when he Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc., by specific review of the policy with all management personnel and with all minority and female employees at least once a year, and by posting the Contractor's EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. February 3, 2011 5 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY g. Review, at least annually, the Contractor's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendents, General Foreman, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's workforce. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. . I. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc. such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and Contractor's activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisor's adherence to and performance under the Contractor's EEO policies and affirmative action obligation. February 3, 2011 6 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor - union contractor -community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goal and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even thought the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. • 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the . Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13 The Contractor in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form, however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). February 3, 2011 7 • AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY C. SPECIFIC EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES. 1. General. a. Equal employment opportunity requirements not to discriminate and to take affirmative action to assure equal employment opportunity as required by Executive Order 11246 and Executive Order 11375 are set forth in Required Contract. Provisions (Form FHWA 1273 or 1316, as appropriate) and these Special Provisions which are imposed pursuant to Section 140 of Title 23, U.S.C., as established by Section 22 of the Federal -Aid highway Act of 1968. The requirements set forth in these Special Provisions shall constitute the specific affirmative action requirements for project activities under this contract and supplement the equal employment opportunity requirements set forth in the Required Contract provisions. b. The Contractor will work with the State highway agencies and the Federal Government in carrying out equal employment opportunity obligations and in their review of his/her activities under the contract. c. The Contractor and all his/her subcontractors holding subcontracts not including material suppliers, of $10,000 or more, will comply with the following minimum specific requirement activities of equal employment opportunity: (The equal employment opportunity requirements of Executive Order 11246, as set forth in Volume 6, Chapter 4, Section 1, Subsection 1 of the Federal -Aid Highway Program Manual, are applicable to material suppliers as well as contractors and subcontractors.) The Contractor will include these requirements in every subcontract of $10,000 or more with such modification of language as is necessary to make them binding on the subcontractor. 2. Equal Employment Opportunity Policy. The Contractor will accept as his operating policy the following statement which is designed to further the provision of equal employment opportunity to all persons without regard to their race, color, religion, sex, or national origin, and to promote the full realization of equal employment opportunity through a positive continuing program; It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, or national origin. Such action shall include; employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training. 3. Equal Employment Opportunity Officer. The Contractor will designate and make known to the State highway agency contracting officers and equal employment opportunity officer (herein after referred to as the EEO Officer) who will have the responsibility for an must be capable of effectively administering and promoting an active contractor program of equal employment opportunity and who must be assigned adequate authority and responsibility to do so. 4. Dissemination of Policy a. All members of the Contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the Contractor's equal employment opportunity policy and contractual responsibilities to provide equal employment opportunity in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum; (1) Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the Contractor's equal employment opportunity policy and its implementation will be reviewed and explained. The • meetings will be conducted by the EEO Officer or other knowledgeable company official. February 3, 2011 8 AFFIRMATIVE ACTION REQUIREMENTS . EQUAL EMPLOYMENT OPPORTUNITY (2) All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer or other knowledgeable company official, covering all major aspects of the Contractor's equal employment opportunity obligations within thirty days following their reporting for duty with the Contractor. (3) All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer or appropriate company official in the Contractor's procedures for locating and hiring minority group employees. b. In order to make the Contractor's equal employment opportunity policy known to all employees, prospective employees and potential sources of employees, i.e., schools, employment agencies, labor unions (where appropriate), college placement officers, etc., the Contractor will take the following actions: (1) Notices and posters setting forth the Contractor's equal employment opportunity policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. (2) The Contractor's equal employment opportunity policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 5. Recruitment. a. When advertising for employees, the Contractor will include in all advertisements for employees the notation; "An Equal Opportunity Employer." All such advertisements will be published in newspapers or other publications having a large circulation among minority groups in the area from which the project work force would normally be derived. b. The Contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants, including, but not limited to, State employment agencies, schools, colleges and minority group organizations. To meet this requirement, the Contractor will, through his EEO Officer, identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the Contractor for employment consideration. In the event the Contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the Contractor's compliance with equal employment opportunity contract provisions. (The U.S. Department of Labor has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the Contractor to do the same, such implementation violates Executive Order 11246, as amended.) c. The Contractor will encourage his present employees to refer minority group applicants for employment by posting appropriate notices or bulletins in areas accessible to all such employees. In addition, information and procedures with regard to referring minority group applicants will be discussed with employees. 6. Personnel Actions. Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, or national origin. The following procedures shall be followed; a. The Contractor will conduct periodic inspections of project sites to insure that working conditions • and employee facilities do not indicate discriminatory treatment of project site personnel. February 3, 2011 9 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY b. The Contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The Contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the Contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The Contract will promptly investigate all complaints of alleged discrimination made to the Contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the Contractor will inform every complainant of all of his avenues of appeal. 7. Training and Promotion. a. The Contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the Contractor's work force requirements and as permissible under Federal and State regulations, the Contractor shall make full use of training programs, i.e., apprenticeship, and on- the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. c. The Contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The Contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 8. Unions. If the Contractor relies in whole or in part upon unions as a source of employees, the Contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women with the unions, and to effect referrals by such unions of minority and female employees. Actions by the Contractor either directly or thorough a contractor's association acting as agent will include the procedures set forth below: a. The Contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The Contractor will use best efforts to incorporate an equal employment opportunity clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, or national origin. c. The Contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the Contractor, the Contractor shall so certify to the State highway department and shall set forth what efforts have been made to obtain such information. 0 February 3, 2011 10 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY d. In the event the union is unable to provide the Contractor with a reasonable flow of minority and women referrals within he time limit set forth in the collective bargaining agreement, the Contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion , sex or national origin; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the Contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the Contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such Contractor shall immediately notify the State highway agency. 9. Subcontracting. a. The Contractor will use his best efforts to solicit bids from and to utilize minority group subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of minority -owned construction firms from State highway agency personnel. b. The Contractor will use his best efforts to ensure subcontractor compliance with their equal employment opportunity obligations. 10. Records and Reports. a. The Contractor will keep such records as are necessary to determine compliance with the Contractor's equal employment opportunity obligations. The records kept by the Contractor will be designed to indicate: (1) The number of minority and nonminority group members and women employed in each work classification on the project. (2) The Progress and efforts being made in cooperation with unions to increase employment opportunities for minorities and women (applicable only to contractors who rely in whole or in part on unions as a source of their work force). (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees, and (4) The progress and efforts being made in securing the services of minority group subcontractors or subcontractors with meaningful minority and female representation among their employees. b. All such records must be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the State highway agency and the Federal Highway Administration. c. The Contractors will submit an annual report to the State highway agency each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form PR 1391. 40 U • 0 West Prospect Road Geotechnical Investigation Report APPENDIX B- Laboratory Test Results Project No. 211-224 July 29, 2013 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 28 of 36 M 6.0 4.0 0 -4.0 0 U -6.0 -8.0 .+- 0.1 WATER ADDED 1 10 Applied Normal Pressure, ksf III Natural Moisture Consolidation(-) SWELL Boring Number Depth, ft Dry Content, /Swell(+) % Soil Description CONSOLIDATION Density, I I GRAPH PRYA-3 4 110.8 15.5% 0.1 clayey SAND Drawn By: M.A. Job No: 211-224 Project Name: Prospect Bridge Checked By: Jere YEH & ASSOCIATES, INC •I • Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 29 of 36 0 0 10.0 8.0 - --- 0 6 0 WATER ADDED _ d 2.0 — - 0.0 C 0 -2.0 I -- - - - o — - -4.0 C -- — U -6.0 -8.0 -10.0 �- 0.1 1 10 100 Applied Normal Pressure, ksf Natural 1Vtoistare Consolidation(-) SWELL/ Boring Number Depth, ft Dry Content, /Swell(+) o /a Soil Description CONSOLIDATION Density, et % GRAPH PRYA-3 19 102.6 20.0% -1.2 silty SAND Drawn By: EA Job No: 211-224 Project Name: Prospect Bridge Checked By: Jere YEH & ASSOCIATES, INC Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 30 of 36 M 6.0 4.0 2.0 r �. 0.0 C O r -2.0 0 c -4.0 0 V -6.0 -8.0 1- 0.1 WATER ADDED 1 10 Applied Normal Pressure, ksf Natural Moisture Consolidation(-) SWELL / Boring Numbcr Depth, ft Dry Cm�tent' /Swell Consolidation( n Soil Description CONSOLIDATION Density, cf /� GRAPH PRYA-4 9 117.6 6.2% -1.5 1 silty SAND Drawn By: M.A Job No: 211-224 Project Name: Prospect Bridge Checked By: Jere YEH & ASSOCIATES, INC 0 U Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 31 of 36 • • 8.0 6.0 0 1 4.0 2.0 COD :. 0.0 G O -2.0 O c -4.0 0 U -6.0 -8.0 0.1 WATER ADDED 1 10 Applied Normal Pressure, Icsf Natural Moisture SWELL/ Boring Number Depth, ft Dry Content, Consolidation(-) /Swell(+) % Soil Description CONSOLIllATION Density, pcf % GRAPH PRYA-4 24 105.1 21.6% -0.4 clayey SAND Drawn By: M.A Job No: 211-224 Project Name: Prospect Bridge Checked By: Jere YETI & ASSOCIATES, INC Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 32 of 36 I nlnlu II IIII I ... . :NONE 9 0��. = III I IIII. 11 IIIIIII- � :: 0 � ■■■■ ■■tea :::■■g ■■��g�■gnn■ • ■ ■ ■■ -■i ■�■:0�� ■■:g■■■:■n n■ ■■■m■ ■ ■■■n ■n■■ ■ ■g ■ ..g........ 7E:a. •:• aOMENNEON ME MEN IEEE■ ■■■■■ ■ ■■ g'■■■■� gg■■ ■■■n■■■ii g , ME E .EEaEE NEON g�aa a g ■E:gE •■■■■■. n� IIIII Illu IIIII - : NMI0 g■■■ �Eaa: ■ ggn■■�ggg .ggg gg■g■ E ..g g■■■ ■■..g .MWE...g .■■■n............ 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O O m m Co (O C' (6 Q. � N M fJ N N N cN O O � Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 33 of 36 • >s C oCD O O C0 V N n� j 0 N N O O O � (n N T ik CD U H O N N T N � U J z Z .r U U Q U aD o o C Z Q O n C w a LL U LU r' W N T o T T m ® m C -14 Ora �l 0 U O (D O C m } Q C U d N N_ N O n fn O d a u r m a _ E m z p — a) aC)i fl CL r t a 0 cn (0 N cn � > a I a I z z z g r O O O CO V M O O O Bulssed ;uaaaad O J J _ J d d i Q c\ G r N U) a MUUCfIUUIII 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 34 of 36 211 -03005 Dewatering 1 LS $ 212 -00005 Seeding (Native) 0.5 ACRE $ 212 -00032 Soil Conditioning 0.5 ACRE $ 212 -00100 Tree Retention and Protection 1 LS $ 213 -00002 Mulching (Weed -free Hay) 0.5 ACRE $ 216 -00041 Soil Retention Blanket (Straw/Coconut) 178 SY $ 304 -06000 Aggregate Base Course (Class 6) 183 TON $ 304 A 1 1/2" Washed Rock for Muck Excavation Backfill 75 TON $ 412 -00800 Concrete Pavement (8 inch) 733 SY $ 506 -00000 Riprap (12 Inch) 52 CY $ 509 -70000 Stainless Steel Angle (Special) 68 LF $ 514 -00201 Pedestrian Railing Steel (Special) 65 LF $ 514 -01051 Double Swing Gate (Special) 15 LF $ 601 -03030 Concrete Class D (Box) 333 CY $ 601 -03050 Concrete Class D (Wall) 72 CY $ 601 -40008 iSandstone Veneer (Complete in Place) (Per Detail) 1 LS $ 601 -40009 Sandstone Cap 71 LF $ 601 -40400 Structural Concrete Stain 53 SY $ 602 -00020 Reinforcing Steel (Epoxy Coated) 84,479 LB $ 603 -01150 15 Inch Reinforced Concrete Pipe 5 LF $ 604 -19305 Inlet Type R (15 Foot) 1 EA $ 604 -50200 Manhole Ring and Cover 1 EA $ 608 -00006 Concrete Sidewalk (6 inch) 183 SY $ 608 -00010 Concrete Curb Ramp 59 SY $ 608 -00310 Chemical Staining (Special) 102 SY $ 608 -00311 Concrete Stamping (Special) 102 SY $ 609 -22901 Curb, Gutter, and Bike Lane (Special) 105 LF $ 609 -00045 Concrete Drive Entrance (Type 1) 47 SY $ 613 -00400 4 Inch Electrical Conduit 400 LF $ 613 -00600 6 Inch Electrical Conduit 200 LF $ 619 A 12" Ductile Iron Pipe 70 LF $ 619 B 12" DIP 45' Bends (W/ megalugs & thrust blocks) 4 EA $ 619 C Waterline Casing Pipe (per detail) 46 LF $ 619 D 12" Gate Valve w/ solid sleeve 1 EA $ 619E 60 LF of pipe restraints 2 EA $ 620 -00020 Sanitary Facility 1 EA $ Addendum 2 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 3 of 4 • • 0 N r N N r a m a (U 0 Pw ui E Z U U7 O �7 7 N N m O z a Idu4i z Cf) I I U I I CJJ U I CoI I (JJ I I O H Q (n 0 N V CoO CD I I I I I Q co to v T 9 co Q 1� r Q Q Q Q Q Q a U) M r LO o Q I ILOI I I I I I I I I O M N r C D -_ o O O T I I N I I I I I I I I (6 CD ,_ p U U a 0 a O O o o I I I I I I I Mo I I 1 I 1 I I L U O .N o I I I I I I I I I I I I I I Ns O 0 Ln m O (0 m= o I I I I I I I o I I I I I I U) o I 1 I I I � I I I I I I I 0- FL I I r I I N I z I I N I I rn Co a - I I I m m I I I I I Nil Z I N I Co I I N I I I M I I v o I I I I I N I I m I I LL 0 _ v a ^ m o I I I I I I I I I I I I @ U �. U m n M M Il- O (O LO V (O (O LO ItV I- m U D N O Co O N O O 1- CD C. CD O O T O Z m N ,-. c o Lq c0 O N CO M 6 I- (n N N M O m 0 O — to r O T O T O N V N O N N N T O N N N T ("I ZgU N E Q Q Q Q Q Q Q Y Q Q Q Q Q Q Q Q O U) 0 J Q O N N (M O N N M O d E N r O 03 Co Cl) M M M M Cl) VT 'IT It V V' It d' V ).°o Q a¢¢ Q¢ a Q¢¢ Q Q Q a Q mZ r r r r r r r r r r r a- a a. IL a IL m a a a d a West Prospect )o bridge Repiacemen a s r m d e 0 0 z > 0 !I p � 90 �(� A|!|| \ Wl | § �( ) N§| P4 ` d\ � ) �§ 2 � z .4 gi P4 04, 0 CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement .00520-1 - 00520-6 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 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -All - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS s • 0 s • C� SECTION 00020 INVITATION TO BID SECTION 00020 a INVITATION TO BID Date: September 17, 2013 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on October 9, 2013, for the West Prospect Road Bridge Replacement at New Mercer Ditch; BID NO. 7557. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7557. The Work consists of removing an existing box culvert and replaces it with a new structure. Major work items include: removal of existing box culvert, new cast -in -place box culvert, earthwork, urban design components, concrete pavement, curb and sidewalk. All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. A prebid conference and job walk with representatives of prospective Bidders will be . held at 10:00 AM, on September 25, in Conference Room 2D at 215 N Mason Street, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://www.fcclov.com/eprocurement Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. 0 Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision - making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. City of Fort Collins Gerry S. Paul Director of Purchasing & Risk Management • CJ SECTION 00100 INSTRUCTIONS TO BIDDERS 11 n LJ E SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. • 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and • adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the • subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. • 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 0 • 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. • The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request • the apparent successful Bidder to submit an acceptable substitute without an Cl • E 626 -00005 Mobilization 1 LS $ 630 -00000 Flagging 160 HOUR $ 630 -00007 Traffic Control Inspection 47 DAY $ 630 -00012 Traffic Control Management 117 DAY $ 630 -70000 Construction Zone Traffic Control Devices 1 LS $ 630 -80359 Portable Message Sign Panel 5 DAY $ FA GROUND WATER TREATMENT FORCE ACCOUNT 1 LS $ 5,000.00 $ 5'000.00 TOTAL BASE BID IN WORDS: Addendum 2 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 4 of 4 increase in Bid price. If the apparent successful Bidder declines to make any . substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be • shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 0 • 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation 'BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. • 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to • reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is • not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the • evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 17.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 18.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 0 • 19.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 20.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 21.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 22.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. • 23.0 BID RESULTS. For information regarding results for individual Bids send a self-addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION 0 SECTION 00300 BID FORM f� 0 SECTION 00300 BID FORM PROJECT: 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Place: Date: In compliance with your Invitation to Bid dated 20 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment Bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through 0 EXHIBIT 1 - REVISED BID SCHEDULE - JCONTRACT ° y 4 f 3 Pik -�, C0ONTRACT`ITEM „�� QUANTTITY: UNIT r z a UNIT COST ��TEM COST I 201 -00000 Clearing and Grubbing 1 LS $ 15,000.00 $ 15,000.00 202 -00010 Removal of Tree 6 EA $ 500.00 $ 3,000.00 202 A Removal of 12" Waterline 70 LF $ 40.00 $ 2,800.00 202 B Removal of 24" Casing Pipe 50 LF $ 30.00 $ 1,500.00 202 -00019 Removal of Inlet 1 EA $ 1,500.00 $ 1,500.00 202 -00155 Removal of Wall (Timber Tie Wall) 72 LF $ 11.00 $ 792.00 202 -00200 Removal of Sidewalk 308 SY $ 6.00 $ 1,848.00 202 -00203 Removal of Curb & Gutter 209 LF $ 5.00 $ 1,045.00 202 -00206 Removal of Concrete Curb Ramp 32 SY $ 6.00 $ 192.00 202 -00210 lRemoval of Concrete Pavement 733 SY $ 9.00 $ 6,597.00 202 -00220 Removal of Asphalt Mat 147 SY $ 6.50 $ 955.50 202 -00250 Removal of Pavement Marking 1 LS $ 3,000.00 $ 3,000.00 202 -00400 Removal of Bridge 1 EA $ 30,000.00 $ 30,000.00 202 -01000 Removal of Fence 47 LF $ 3.00 $ 141.00 203 -00100 1 Muck Excavation 323 CY $ 22.00 $ 7,106.00 206 -00000 Structure Excavation 740 CY $ 22.00 $ 16,277.80 206 -00065 Structure Backfill (Flowfill) 65 CY $ 125.00 $ 8,125.00 206 -00100 Structure Backfill (Class 1) 98 CY $ 63.00 $ 6,174.00 206 -01781 Shoring 2 LS $ 11,000.00 $ 22,000.00 208 -00000 Erosion Control Supervisor 1 LS $ 6,500.00 $ 6,500.00 208 -00005 Erosion Log 120 LF $ 5.00 $ 600.00 208 -00022 Orange Safety Fence 76 LF $ 4.00 $ 304.00 208 -00034 Gravel Bag 60 LF $ 5.00 $ 300.00 208 -00045 Concrete Washout Structure 1 EA $ 650.00 $ 650.00 208 -00050 Storm Drain Inlet Protection 1 EA $ 350.00 $ 350.00 208 -00070 Vehicle Tracking Pad 1 EA $ 1,200.00 $ 1,200.00 208 -00103 Removal and Disposal of Sediment (Labor) 40 HOUR $ 50.00 $ 2,000.00 208 -00106 Sweeping (Sediment Removal) 5 HOUR $ 135.00 $ 675.00 208 -00107 Removal of Trash 5 HOUR $ 95.00 $ 475.00 210 -01000 Reset Fence (Chain Link) 30 LF $ 15.00 $ 450.00 210 -01100 1 Reset Fence (Wood Privacy) (Match Existing) 60 LF $ 10.00 $ 600.00 211 -03005 Dewatering 1 LS $ 15,000.00 $ 15,000.00 212 -00005 Seeding (Native) 0.5 ACRE $ 800.00 $ 400.00 212 -00032 Soil Conditioning 0.5 ACRE $ 7,000.00 $ 3,500.00 14 E 'EXHIBIT 1 m REVISED E311) SCHE611,11-t 16dNTRACy ITEM NO 16ONTRAc.,T _��j,ITEM �,QUANTITYUJUNI gw'T lco ,212 -00100' Tree'Relention and -Protection 1 LS, $ :850.00 -213-00002-MOldhino'(VVee'dLicee,. Ha" )__ . ..... 0:5 ACRE 3,000M $ 1,500.00 216 -00041, Soil Retention Blanket (Str,�w/Cbconui) 118 :Sy $ Mo. 534.00, 304 -bbo-do. Ag&egate Base Course. Class 6) '183 TON $ 25.00 $ 4j5750Q 3041A 1 1/2" Washed Rock fo'r Muck Excavation Backfill 75 'TON $ +2,700.00 .412 -00800.' Concrete:Pammenf (8inch). 733 SY -31e6-80 5066 -00060' Rlprap,.(12]nch) 52 Cy $ 91.00 's :41132:O . 0 509-70000,Stainless Steel A29le` Special) 68.. LF $ 48.OQ 3,264.-00 514-00201 Pede§triah Railing Steel (Special).. 65. LF $ imob 's 6,50010 514 w01051 D61jbleSvving Gate (Spbdial) 15 LF $ 70.00 1,050;00 6011-03030 Concrete Class D (Box) ;333- CY $ 626.W 3 174,826M 601, -03b5O,. Concrete ncrete Class D VV611) 72 CY, $ 525:00 $- 37,866.00 601,[400081 Sandstone Veneer (Complefe,in P1666) (Per Detail A ,Ls ;I-yAq(o) -Oki p z 5rB88 : 6011-40009i San&tone Ca p 71 LF s 70 846 oo- 661 -40400 Structural, Concrete St4in 53 SY 609.50 '-6021-00020: kdinf6rclng:Steel (Itipox Coated] y, $ 1-,.25, $ '105,598.75 60317011150 15 Inch Reinforced Concrete Pipe- 5- 1 LF -S 125.00 625.00 .6641-10305, Inlet TypeR (1:5,Foot) 1 EA. s 7I750.00 s, 7.750.00, 6641-50200 Wnhblle king and.Cove r-- .1 E& 's 555,100 $ 608-00006 Concrete SidbWaik b inch ) 183 Sy, $ 14,091.00 608m00010 Concrete -Curti lRafnp-- 69 $Y S 71--M .43 0 08 -bomo Chemical Staining (Special ) 102 SY $ '146,0-. 50 608 -601I Con6rote Stailnping.(Speclal) 102 'SY* f $ 1f1j,1217n1rT5o:. 609 w22901 Curb,.Gutter,- and Bike Lane(Special) ELFELF's 'r - - J!� 01�,. 0 609 -'00045 boncrete Drivi'Entrance (Typel), 47 sy $ 2, 1 J/ 279S#.*7 613.200400 4 Inch Electrical Conduit AM Ar 12.00 4,80b.00 613-00600 6 Inch Electrical.dondult. 200 1F $ 18.00 $ '3j660.00 619 9 A 12" Ductil& lrbn Pipe . 70 'LF s -T5.00, '5,250.00 6.19 B ITTIP 45*.Bends (W1,mebalugs &AhruM.blacks) EA $ °900.o0 3,600,00 619, C' Wbterline Casing Pi Pie (or.detail). :46, LF : $ .165- 00 $ 7.690M .619 D 1.12" Gak.Valvev/.Wid 61e6b t EA 3,000.00 $ 3,000-.00, 619 E 60 LF of`pioe restraints 2 EA $ A90.00 $ 980:0, 0 2 0 700020 Sanitar Facility I EA $ 1,5bb:db' 11,500.0Q 11,500.0Q 626.. ,00008' Mobilization LS $ stq;0qj ik r_1 EXHIBIT 1 - REVISED. BID SCHEDULE "CONTRACT? !ITEM C_O_ NTRACT'ITEM 9QUANTIT�Y 'UNIT UNIT'COST ITEMICOST" �' 630 -00000 Flag I ging160 HOUR $ 21.00 ! . $ 3 360.00 . 630 -00007 Traffic Control Inspection 47 DAY $ 100.00 $ 4,706.00 630 -00012 TraffiaControl Management 117 DAY t 450.00 , $ .52,650.00 630 -70000 Construclion Zone Traffic Control Devices 1 LS $ 13,000.00 $ 13,006.00 630 -80355 Portable Message Sign Panel 5 DAY $ 90.00 . $ 450.00 FA GROUND WATER TREATMENT FORCE ACCOUNT 1 LS $ 5,000.00 $ 5,000,00 TOTAL BASE BID,'/ rr �. IN WORDS: i i d , • C PRICES The foregoing prices shall include all labor, hiaterWs, transportation, shoring;, removal, -dewaiering, over . head, profiti insurance, etc:, to cover the complete Work in -place of the several kinds called for.' Bidder acknowIddRes that the' OWNER has the right to delete items in the. Bid or change quantities at,his sble'disrretion'withoui,affectihg the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTEIJ' Title • License 6ensb Number (If Applicable) (Seal. -' if Bid is by corporation) Attest:... Addr4s 6, -61 Ma,, vi .&x t P—�L cc) Telephone EMall ryIn-c-urasl e-&,c4ktAp n �L 0 City of Fort Collins Purchasing ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2ntl Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 tcgov. corn/purchasing Description of BID 7557: West Prospect Road Bridge Replacement at New Mercer Ditch OPENING DATE: 3:00 PM (Our Clock) October 9, 2013 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 — Revised Bid Schedule Exhibit 2 — Revisions & Clarifications Exhibit 3 — Soils Report Exhibit 4 — Waterline Details Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST STATEMENT ENCLOSED WITH THE ADDENDUM HAS BEEN RECEIVED. BE ACKNOWLEDGED BY A WRITTEN BID/QUOTE STATING THAT THIS • • • Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 1 of 36 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors • u LI SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned Mountain Construrtors, Inc.' as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 7557 West Prospect Road Bridge Replacement at New Mercer Ditch NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and • shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. • *P.O. Box 405, Platteville, CO 80651 "United Fire & Casualty Company, P.O. Box 73909, Cedar Rapids, IA 52407-3909 "'Five Percent of Amount Bid (5%) No Text • SE CTION 00420 STATIEME'N'T''017- BI'DD'E.R'S,QUALI . F I I I C ATI I ONS Ali 'uestions,must be',answered,and the data.given I n �huit be 6feaf,and'coniprehensive; This 9 — �vq I I I dear I I : I comprehensive; . I � - This statement rnust be notarized. If necessary, questions*rhay be'Ahswered,bn z�eppreite attached sheets. The Bidder may submit,any.jadditiona"i ihf6rmation he 1. Nbrne of Bidder: A , LV-\ Permarferli Main pffide address- 3. Wh.46p 4. 'if a coratidn, whee r incorporated: por. 5. How mAfiyyears,hPve. you been.engad6d in th6 contracting business under your prbs6pt Sirrn'w trade narh0- 61 , C64irnts on hand'. (Schedule these, showing thearnountof each contract and the pppro'ria e anticipated ddtes,6f:6bmpI6t16'q,) appropriate t General cliaractiOr of Work performed by;your.cornp I any: Have you ever failed to 6drol6t6 any W6r'k awarded to ybu? NC If'sq; where and why?. 9.- Have y'qu*,ever'defaulted bn'p contract? If s6, where and why 10. Are you debbrred by any giovernmeh't'agency? % '!f yet list agency name. 11: List the more important pr6jedts recently completed by your company, stating nd the approximate cost of each, and theimonth and year completed, location and type of construction. 12; Usty6ur major eq!jiprndhtavailable fpr,t.,his contract. 13. Experience in construction Woksimilar in importaince to thls�project` 14. Background and experience of the-prindipal members of your :organization, including 'officers: • 0 1�8. Credit available: $ 3-0,0, 16. Bdh'k'R6f6v6nc6: �ctnk <:L 0,n1b,raJ6 17. Will you, upon request, Jillout, a detailed financial statement and furnish any other ,information that may be,reqyired by the OWNER?V as .18.Are you liderit0das,aOeneraiContractor? - was If yes, in What city, county and, state? e, f-� \AA6 / c r a do c F ,Whit-cliss, lice.nse aridhum'berO. (DO S 1 .16. Do You anticipate subcoritractindWork,under this Contract? " 0 If yes, whrc nal contract?' 1 1at,pe14-t of -tot- . . contract?' Andt6.'whorn?. Are At this time? an rn y la*suiis pending. against Yolu or yout hr IF yes, DETAIL 1 21. What are the limits of ublic HAIR _,yourp ... y IJETAIL What co'mpa�ny? _Tf tkA4L -05- 22. Whbtare yourd6mpah bonding limitations? 21 f46 Undersigned hereby -aut - horize.s and requests any person, firm or corpor ation to furnish any -information requested byffib OWNER in'verificati6ribf the recital comprising this,btat6hiefit-di Bidder's;. Qualifications. 0 • Dated at this _ day of OCA'o' rj.r' 20L. Company:W-F,vac By: Printed: P(Artnp—)a Title: State of County of bVP,( Being duly sworn deposes and says thafthe is 'r e s i�r �-,of flioukn+ t a Trni' - (Name) (Organization) and that the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day ofOc o 20_1� /ihnti.rc (Seal) Notary Public My commission expires:. 51, - 9. 0 ri O LU m 0 L) 0 U- 0 .z z 0 0 2 tW� z UJ -4! 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Z (D m m m a0) U N p N LO = U LL d' U U o 3 E `O rN U 00 o N O c rn U ~ Cl) C) °� m U) C ❑ c c 3 0 � C I--3 (0 'p) O` U c m ` ❑ a) v C N N m o N w C a) U N [Y >U > O > 9 0 m d 0 a Z � co LL (n co _0 K 4) =o m U) U O W Cn — J C Y d a — m m '= Z LL c aa)) c — U N V' CO O O LL Q a N 0C$ o) p U N i1 a m c d g (A 0 N L C Y Y Q m 3 t: 0 ar w 0 E0 J O E J U ❑U a) 0 U J 0 U a) Z O a) a) C� 0 U 0 LL 0 U U_ B- U '0 > 0 U U it 0 U -0 0 aO o c F >a� N � 0 _� U CL O U 0 ID N m 0 0 U a) l6 0 c 3 F O U m > O J 0 w U Ctv > OO 0 _ U P EXHIBIT 1 - REVISED BID SCHEDULE (The revised bid schedule has also been uploaded as a separate Microsoft Excel Document) CONTRACT ITEM N0. CONTRACT.ITEM ' QUANTITY i .UNIT UNIT ;COST: ITEM COST 201 -00000 Clearing and Grubbing 1 LS $ 202 -00010 Removal of Tree 6 EA $ 202 A Removal of 12" Waterline 70 LF $ 202 B Removal of 24" Casing Pipe 50 LF $ 202 -00019 Removal of Inlet 1 EA $ 202 -00155 Removal of Wall (Timber Tie Wall) 72 LF $ 202 -00200 Removal of Sidewalk 308 SY $ 202 -00203 Removal of Curb & Gutter 209 LF $ 202 -00206 Removal of Concrete Curb Ramp 32 SY $ 202 -00210 Removal of Concrete Pavement 733 SY $ - 202 -00220 Removal of Asphalt Mat 147 SY $ - 202 -00250 Removal of Pavement Marking 1 LS $ - 202 -00400 Removal of Bridge 1 EA $ - 202 -01000 Removal of Fence 47 LF $ - 203 -00100 Muck Excavation 323 CY $ - 206 -00000 Structure Excavation 740 CY $ - 206 -00065 Structure Backfill (Flowfill) 65 CY $ - 206 -00100 Structure Backfill (Class 1) 98 CY $ - 206 -01781 Shoring 2 LS $ - 208 -00000 Erosion Control Supervisor 1 LS $ - 208 -00005 Erosion Log 120 LF $ - 208 -00022 Orange Safety Fence 76 LF $ - 208 -00034 Gravel Bag 60 LF $ - 208 -00045 Concrete Washout Structure 1 EA $ - 208 -00050 Storm Drain Inlet Protection 1 EA $ - 208 -00070 Vehicle Tracking Pad 1 EA $ - 208 -00103 Removal and Disposal of Sediment (Labor) 40 HOUR $ - 208 -00106 Sweeping (Sediment Removal) 5 HOUR $ - 208 -00107 Removal of Trash 5 HOUR $ - 210 -01000 Reset Fence (Chain Link) 30 LF $ 210 -01100 Reset Fence (Wood Privacy) (Match Existing) 60 LF $ - Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 2 of 36 Q W U r Z w N LL Z Q — U � 7 F F Z U Z W O � O Z M a a zo zw 0w O �a 2 0 U O O1 00 Cl) V I M N Cl) O O r- W O V) O O O N d' N O W N r r� (O O0 It 00 M r n m m r- (O N n r N n CO (O r- co W W N C0 M (n N �' O N 'cr N (!r N N OO O N Z (� (O N WN M N O (0 N 00 (O N 00 N V (O Q N V O Cl) M d' (O M M (D m m M Cl) M N (0 m V (O m O (D O (O N m _ m (O V (O Cl) N co IL D Z M Cl) O O O O O O O O M O O O O M O Cl) 0 co o M r- m r m r m rl- m r- 0) � 0) rn m rl- O o co rn m rr m rl- m r-- m o M rn m o co U W c w 0 Q � Q 0 L a) c 0 Z C N w m C @ C a) N a) U In O C a) E V in o c O O c D d E d p 3 U n '(i o 0 co rn m E N m d ( (0 a — d a N - m L (o r N a) J o L Y -, Y Q (a "O N a a) E N a C @ (0 O O 6 O (a a3 (a O O a) O � f Q mU CO-� � w w W K V) Fo o O O O CDo O O O W W O O O O O N N �_ N O O O O N O ON N N N N N N_ N N N N QJ a O V co Cl) 00 T M co N (` co LO N 00 M C CD OM V N � N to N m M m O O 1 N Cl) N N (D r O N U F O Cl) V' co V (0 «) N O m c0 r- M O n N rO (O (D 00 00r- (O (n N co O co (D c0 V) N N rO 00 c6 O N r- .-- CM (O (O -ItN C) m co N N m m O N O r O r- m 00 N m m m r V m O 00 m co M M .- N V co N (O N 0o Z (O rl O (O M 00 00 m M N m M (O 10 N N m V) Z N r rr r N co O N m O m co 00 d' N M Q It C\lM lO 0) () VT (A V) U3 Uf V3 V) U! 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A °k k <� § ® (f Q j)k 0Ea \ }ko . . ._ =z0 0 ITEM #14 MOUNTAIN CONSTRUCTORS, INC. • OFFICERS AND PRINCIPALS 622 MAIN STREET PLATTEVILLE, CO 80651 YEARS OF INDUSTRY NAME TITLE EXPERIENCE Sandy Arends Corporate Secretary / Accountant 15 Steve Bisig Superintendent 45 Pamela Duncan Vice President / Project Manager 27 David Gross General Superintendent 15 Joe Kuntz President / Owner/ Safety Officer 45 None of the above employees or company officers have ever been convicted of bid related crimes or violations in any jurisdiction. Nor are any of the above employees or company officers under notice of intent to disbar or has ever been debarred in any jurisdiction. 9 0 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM 1r2�k�F� c Cat: SUBCONTRACTOR E SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 9 SECTION 00510 NOTICE OF AWARD DATE: October 18, 2013 TO: Mountain Constructors Inc. PROJECT: 7557 West Prospect Road Bridge Replacement at New Mercer Ditch OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated October 9, 2013 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7557 West Prospect Road Bridge Replacement at New Mercer Ditch. The Price of your Agreement is Seven Hundred Ninety -Eight Thousand Eight Hundred Seventy - Nine Dollars and Seventy Five Cents ($798,879.75). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the 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 October 28, 2013. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contr Documents a ched. Cit of Fo ns OWNER By: Gerry S. RAI Director of Purchasing & Risk Management L 0 • fLl 0 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 18th day of October in the year of 2013 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Mountain Constructors Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7557 West Prospect Road Bridge Replacement at New Mercer Ditch and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by KDG Engineering. The City of Fort Collins Engineering Department who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within One Hundred Fifty(150) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within Fourteen (14) calendar days after the date when the Contract Times commence to run. 3.2. 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 specified in paragraph 3.1. 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 preceding 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) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand Four Hundred Dollars ($1, 000) for each calendar day or fraction thereof that expires after the One Hundred Fifty (150) calendar day period for Substantial Completion of the Work until the Work is • Substantially Complete. 2) Final Acceptance: After Substantial Completion, One Thousand Four Hundred Dollars ($1,400) for each calendar day or fraction thereof that expires after the Fourteen (14) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Seven Hundred Ninety -Eight Thousand Eight Hundred Seventy -Nine Dollars and Seventy Five Cents ($798,879.75), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall to . determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to • supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 0 211 -03005 Dewatering 1 LS $ 212 -00005 Seeding (Native) 0.5 ACRE $ 212 -00032 Soil Conditioning 0.5 ACRE $ 212 -00100 Tree Retention and Protection 1 LS $ 213 -00002 Mulching (Weed -free Hay) 0.5 ACRE $ 216 -00041 Soil Retention Blanket (Straw/Coconut) 178 SY $ 304 -06000 Aggregate Base Course (Class 6) 183 TON $ 304 A 1 1/2" Washed Rock for Muck Excavation Backfill 75 TON $ 412 -00800 Concrete Pavement (8 inch) 733 SY $ 506 -00000 Riprap (12 Inch) 52 CY $ 509 -70000 Stainless Steel Angle (Special) 68 LF $ 514 -00201 Pedestrian Railing Steel (Special) 65 LF $ 514 -01051 Double Swing Gate (Special) 15 LF $ 601 -03030 Concrete Class D (Box) 327 CY $ 601 -03050 Concrete Class D (Wall) 82 CY $ 601 -40008 Sandstone Veneer (Complete in Place) (Per Detail) 1 LS $ 601 -40009 Sandstone Cap 71 LF $ 601 -40400 Structural Concrete Stain 53 SY $ 602 -00020 Reinforcing Steel (Epoxy Coated) 84,479 LB $ 603 -01150 15 Inch Reinforced Concrete Pipe 5 LF $ 604 -19305 Inlet Type R (15 Foot) 1 EA $ 604 -50200 Manhole Ring and Cover 1 EA $ 608 -00006 Concrete Sidewalk (6 inch) 183 SY $ 608 -00010 Concrete Curb Ramp 59 SY $ 608 -00310 Chemical Staining (Special) 102 SY $ 608 -00311 Concrete Stamping (Special) 102 SY $ 609 -22901 Curb, Gutter, and Bike Lane (Special) 105 LF $ 609 -00045 Concrete Drive Entrance (Type 1) 47 SY $ 613 -00400 4 Inch Electrical Conduit 400 LF $ 613 -00600 6 Inch Electrical Conduit 200 LF $ 619 A 12" Ductile Iron Pipe 70 LF $ 619 B 12" DIP 45` Bends (W/ megalugs & thrust blocks) 4 EA $ 619 C Waterline Casing Pipe (per detail) 46 LF $ lJ • 0 Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 3 of 36 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors • or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: SHEET INDEX. OF SHEETS • 1 PROJECT TITLE SHEET 2 STANDARDS PLANS LIST 3 GENERAL NOTES 4 ROADWAY TYPICAL SECTION 5=6 -SUMMARY OF APPROXIMATE QUANTITIES 7 REMOVAL PLAN 8 ROADWAY PLAN AND PROFILE - 9 STRUCTURAL PLANS GENERAL INFORMATION AND SUMMARY OF QUANTITIES 10 GENERAL LAYOUT 11 ENGINEERING GEOLOGY 12 CANAL GRADING 13 CONSTRUCTION LAYOUT 14 CONSTRUCTION PHASING 15 REINFORCED CONCRETE BOX 16. RIPARIAN WALL 1 LAYOUT AND DETAILS 17 RIPARIAN WALL 2 LAYOUT AND DETAILS 18 WINGWALL 3 AND RIPARIAN WALL 3 LAYOUT AND DETAILS 19 WINGWALL 4 AND RIPARIAN WALL 4 LAYOUT AND DETAILS 20 COLUMN DETAILS 21 PEDESTRIAN RAILING DETAILS 22 LANDSCAPE STRUCTURE 23 TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN I PHASE 1 24. TRAFFIC CONTROL PLAN II PHASE 1 25 TRAFFIC .CONTROL PLAN III PHASE II 26 TRAFFIC CONTROL PLAN IV PHASE II 27 STORM WATER DETAILS STORM WATER MANAGEMENT NOTES 28 STORM WATER MANAGEMENT PLAN 29 STORM WATER MANAGEMENT DETAILS 30 STORM WATER MANAGEMENT DETAILS • URBAN DESIGN 31 URBAN DESIGN -SITE PLAN - UD1 32 .URBAN DESIGN -DETAILS - UD2 33 URBAN DESIGN -DETAILS - UD3 34 URBAN DESIGN -DETAILS - UD4 35 URBAN DESIGN -DETAILS - UD5 36 URBAN DESIGN -DETAILS - UD6 37 URBAN DESIGN -DETAILS - UD7 38 URBAN DESIGN -DETAILS - UD8 " STRUCTURE EXCAVATION 39 ,STRUCTURE'EXCAVATION -AND BACKFILL The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 2, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing -the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 0 OWNER: CIF FORT COLLINS CONTRACTOR: MOUNTAIN CONSTRUCTORS . / // /-� // INC. By: GEfRRY S. AUL DIRECTOR OF PURCHASING AND RISK MANAGEMENT Title: " Date: ! 0/ 31 Attest: wW City Clerk Address for giving notices: n P. 0. Box 580 Fort Collins, CO 80522 C Ap oved As to Form ilmAy AAA41\-� A stant City At ney By: 1 Oe T PRINTED Title: ck Q-E- Date: �G\TY•QF t� ©A �8 •r ttest: Lna� Address forgiving notices: (CORPORATE SEAL) License No.: 0 11 SECTION 00530 NOTICE TO PROCEED Description of Work: 7557 West Prospect Road Bridge Replacement at New Mercer Ditch To: Mountain Constructors Inc. 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 for the above described Work, you are hereby authorized and directed to proceed within calendar days from receipt of this notice as required by the Agreement. Dated this day of 20 The dates for Substantial Completion and Final Acceptance shall be 20_and , 20_, respectively. City of Fort Collins OWNER al Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20_ CONTRACTOR: Mountain Constructors Inc. in Title: 0 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) 00660 Consent of Surety 00670 Application for Exemption Certificate 0 0 SECTION 00610 PERFORMANCE BOND Bond No. 54-194163 KNOW ALL MEN BY THESE PRESENTS: that Mountain Constructors Inc. 622 Main Street, Platteville, CO 80651 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and United Fire 6 Casualty Company (Firm) P. O. SOX 73909 (Address) CEDAR RAPIDS, IA 52407 - 3909 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 Seven Hundred Ninety -Eight Thousand Eight Hundred Seventy -Nine Dollars and Seventy Five Cents ($798 879.75) 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 the 18th day of October, 2013, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7557 West Prospect Road Bridge Replacement at New Mercer Ditch. 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. 0` Bond No. 54-194163 • IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 23rd day of October , 20 13 IN PRESENCE OF::�/ Attest: Principal Mountain Constructors, Inc. By =,/mil Mein _ WtCM�J' B�/_ "" � _ n (Title Attest (Title) (Corporate Seal) IN PRESENCE OF: Not Applicable Not Applicable IN PRESENCE OF: • By �J✓ J. Rini, Witness 0 (Surety Seal) 622 Main Street, Platteville, CO 60651 (Address) Other Partners Not Applicable By: Not Applicable S rety u ite//d��Fire & Casualty Company - indsey I(nickerb cker, Attorney -In -Fact P. O. BOX 73909, CEDAR RAPIDS, IA 52407 - 3909 (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. SECTION 00615 PAYMENT BOND Bond No. 54-194163 KNOW ALL MEN BY THESE PRESENTS: that Mountain Constructors Inc 622 Main Street, Platteville, CO 80651 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Firm) United Fire & Casualty Company (Address) P' 0. BOX 73909 CEDAR RAPIDS, IA 52407 - 3909 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 Seven Hundred Ninety -Eight Thousand Eight Hundred Seventy -Nine Dollars and Seventy Five Cents ($798 879.75) 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 the 18th day of October, 2013, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7557 West Prospect Road Bridge Replacement at New Mercer Ditch. 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. 0i Bond No. 54-194163 • IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 23rd day of October 2013 IN PRESENCE OF: / Attest: Principal /mountain Constructors, Inc. By. (Titlej Attest (Title) (Corporate Seal) IN PRESENCE OF: Not Applicable Not Applicable IN PRESENCE OF: • By' �� J. Rini. Witness 0 (Surety Seal) 622 Main Street, Platteville, CO 80651 (Address) Other Partners Not Applicable By Not Applicable Surety Un' ed Fiire' & Casua ty Company By: CG6CJ ��---- Lin6sey Hnickerbo ker, Attorney -In -Fact P O BOX 73909 CEDAR RAPIDS IA 52407 - 3909 (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 'UI4IiEDF1R'E'&"CASUALTY,C 6MPANY HOME OFFICE`- CEDAR RAPIDS, IOWA C EIRTIFIED� COPY OF. POWER OF,ATTORNEY,, (Original on file al Home Office of Company- See' -Certification) &CASUALTY, COMPANY, a corporation, duly, organized',and ce in Cedar Rapids; State of Iowa, does make; constitute and YNW,.G:J,ERN`OR,KEVlN W IycMAk6w%: OR i k.' ARK �SW�E'IGA'RT,-'*DR'L'-INDSEY KNICKERBOCKER,'' OR "Article V! - Surety Bonds and Undertakings" Section 2;"Appointment bf.Attorney-in-Fact. "The President or any Vice President, or any other officer of the Company may,. -from time to tiirl6 appointby certificates attorneys -in -fact to act in behalf of the Cornp'anyin the execution 0 'Po icl so sJnsurance,, bonds,,undertakirigs and other obligatory instruments of like nature. The signature of any. officer authorized hereby and th6,Corpora Ia seal,maya —b affixed by facsimile to any power of attorney or special power of attorney certificationOf 4 a or. edher �. authorized fieri6y;'such signature and seal, when so used, being adopted by the Coriipeiny as.ljhe on .. i Iai n of I rigiri ' and Nl the'sameforc �qn effect as such officer a o a] seal of the Company, to be valid and binding upon the Company with though manually affixed. Such attorneys -in fact, subject to the limitations set forth in their respective certificates of authority shall have.full power to bind;the Company by their signature and execution of any such, instruments andto attach the seal of .,�,.�.',the Companythereto,' ThePresident or any Vice President, the Board of Directors or any otheiofficer of the Company may I 'at a me revoke I t, given to any attorney -in -fact. any 1 power and authority previously IN WITNESS WHEREOF, the UNITED FIRE & CASUALTY COMPANY has caused thee sp4s;6 1, , nts to be signed, by its vice president and its corporate seal to be hereto affixed this 11 th day of July, 2013 OZ' UNITED FIRE & CASUALTY COMPANY By UL 'Vice'President — State of lowa'd6u61y, of Linnss: Oh l"Ifin day of July 2013 before me personally came Dennis J. Rlchmann to me;known,,Wholbeing by me dul s in Cedar Rapids,, ate,of �Iowa' thach6 is a Vice y sworn, did depose and say; that he reside and which executed aboveinstrument, that t President he UNITED FIRE'8: CASUALTY COMPANY, the� 66r'p6rMiori des'Grib6d'iri, ex cut , a, 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 therto pursuant to I , , 1 k a authority and acknowledges same to bathe act 'and 'deed of said corporation. - Wn,al seI Ju itXDavis mIowa Nonumber'a • mission V3041 No s P'li5 My commission Expires 04/2MOI5: My commis W-04on expires: -23-2015� 1, the undersii thePower;of Po"wr e' f with th6bkk the whole of I In.-ti "this 231d BPOA0014 0113 FIRE4 CASUALTY COMPANY, do hereby certify that I have.compared the foregoing copy of the copy' of the Section 'ofJh6,by-laws �of said bompany as sei,forKih said P6wer'of Attorney, . I I m - OFFICE OF SAID 6bMF`;kNY � and that"the'same are correct transcripts thereof, and of the said Power of Attorney has not bae'n' revoked and is now in full force and*61fect hereuntocribe me' and .61`15xed'Ahe corporate seal, �of Company s 2013 u 0 619 D 12" Gate Valve w/ solid sleeve 1 EA $ 619 E 60 LF of pipe restraints 2 EA $ 620 -00020 Sanitary Facility 1 EA $ 626 -00005 Mobilization 1 LS $ 630 -00000 Flagging 160 HOUR $ 630 -00007 Traffic Control Inspection 47 DAY $ 630 -00012 Traffic Control Management 117 DAY $ 630 -70000 Construction Zone Traffic Control Devices 1 LS $ 630 -80359 Portable Message Sign Panel 5 DAY $ FAI GROUND WATER TREATMENT FORCE ACCOUNT 1 LS $ 5,000.00 $ 5,000.00 TOTAL BASE BID IN WORDS: Addendum 1 7557 West Prospect Road Bridge Replacement at New Mercer Ditch Page 4 of 36 0 (• • SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Page 1 of 2 A� O® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 10/29/2013 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(s). PRODUCER Willis of Colorado, Inc. c/o 26 Century Blvd. P.O. Box 305191 Nashville, TN 372305191 USA CONTACT NAME: t ICN u .1-877-945-7378 FAX No :1-888-467-2378 E-MAIL ADDRESS:certificates@willis.com INSURERS AFFORDING COVERAGE NAIC R INSURER A: Charter Oak Fire Insurance Company 25615 INSURED Mountain Constructors, Inc. INSURER B : Travelers Property Casualty Company of America 25674 622 Main Street INSURER C : Plnnacol Assurance Company 41190 PO Box 405 Platteville, CO 80651 Travelers Casual Insurance Co. of America INSURER D : ty 19046 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:W68863 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 LTR OF INSURANCE ADDLSUBRTYPE INSR WVD POLICY NUMBER MM DPOLIDY /YYYY) (MM/DDfYYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR PD Ded. $1,000 Y DT-CO-325D6251COF-13 07/28/2013 07128/2014 DAMAGE (RENTED PREMISESSRENT rrence) $ 300,000 MED EXP (Any one person) $ 6,000 PERSONAL &ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY X PRO JELOC IS AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ ANY AUTO B ALL OWNED SCHEDULED AUTOS AUTOS Y DT-810-3918RO04-TIL-13 07/28/2013 07/28/2014 BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ HIRED AUTOS X NON -OWNED AUTOS B X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 AGGREGATE S 2,000,000 EXCESS LIAB CLAIMS -MADE DTSMCUP-3918R004-TIL-13 0712812013 07/28/2014 DED X RETENTION$10,000 $ WORKERS COMPENSATION X VYC STATU-_I JOTH- C AND EMPLOYERS' LIABILITYOPY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? (Mandatory in NH) NIA 3027994 07/01/2013 07/01/2014 E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE- POLICY LIMIT $ 1,000,000 D Leased/Rented Equip OT-660-5059R618-TIL-13 0712812013 07/2812014 $250,000 Limit $1,000 Deductible DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) This Voids and Replaces Previously Issued Certificate Dated 10123/2013 WITH ID: W66452. Project: 7557 West Prospect Road Bridge Replacement at New Mercer Ditch. Fort Collins, the Colorado Department of Transportation, and the New Mercer Ditch Company are named as Additional Insureds as respects to General City of Fort Collins 300 Laporte Ave. Fort Collins, CO 80522 VMIYIiCLLM I IVIY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �nCq rC. �(Yi14 SRID: 1240050 Batch n: 10062 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LOC M ACOOR" ® ADDITIONAL REMARKS SCHEDULE Page 2 of -0 AGENCY NAMED INSURED Willis of Colorado, Inc. Mountain Constructors, Inc. 622 Main Street POLICY NUMBER See Page 1 PO Box 405 Platteville, CO 80651 CARRIER NAIC CODE See Page 1 See Page 1 EFFECTIVE DATE: See Page 1 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance Liability and Auto Liability. ACORD 101 (2008/01) 1240050 Batch A: 10052 v ZUUU AIwKU L UKt UKA I IUN. AN ngnrs reservea. The ACORD name and logo are registered marks of ACORD W68863 0 • • COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED — (Section II) is amended to include any person or organization that you agree in a "written contract requiring insurance" to include as an additional insured on this Cover- age Part, but: a) Only with respect to liability for "bodily injury", "property damage" or "personal injury"; and b) If, and only to the extent that, the injury or damage is caused by acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies. The person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. 2. The insurance provided to the additional insured by this endorsement is limited as follows: a) In the event that the Limits of Insurance of this Coverage Part shown in the Declarations exceed the limits of liability required by the "written contract requiring insurance", the in- surance provided to the additional insured shall be limited to the limits of liability re- quired by that "written contract requiring in- surance". This endorsement shall not in- crease the limits of insurance described in Section III — Limits Of Insurance. b) The insurance provided to the additional in- sured does not apply to "bodily injury", "prop- erty damage" or "personal injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or sur- veying services, including: L The preparing, approving, or failing to prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, approving, or failing to prepare or ap- prove, drawings and specifications; and ii. Supervisory, inspection, architectural or engineering activities. c) The insurance provided to the additional in- sured does not apply to "bodily injury" or "property damage" caused by "your work" and included in the "products -completed op- erations hazard" unless the "written contract requiring insurance" specifically requires you to provide such coverage for that additional insured, and then the insurance provided to the additional insured applies only to such "bodily injury" or "property damage" that oc- curs before the end of the period of time for which the "written contract requiring insur- ance" requires you to provide such coverage or the end of the policy period, whichever is earlier. 3. The insurance provided to the additional insured by this endorsement is excess over any valid and collectible "other insurance", whether primary, excess, contingent or on any other basis, that is available to the additional insured for a loss we cover under this endorsement. However, if the "written contract requiring insurance" specifically requires that this insurance apply on a primary basis or a primary and non-contributory basis, this insurance is primary to "other insurance" available to the additional insured which covers that person or organization as a named insured for such loss, and we will not share with that "other insurance". But the insurance provided to the additional insured by this endorsement still is excess over any valid and collectible "other in- surance", whether primary, excess, contingent or on any other basis, that is available to the addi- tional insured when that person or organization is an additional insured under such "other insur- ance". 4. As a condition of coverage provided to the additional insured by this endorsement: a) The additional insured must give us written notice as soon as practicable of an "occur- rence" or an offense which may result in a claim. To the extent possible, such notice should include: CG D2 46 08 05 1 0 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 COMMERCIAL GENERAL LIABILITY i. How, when and where the 'occurrence" or offense took place; ii. The names and addresses of any injured persons and witnesses; and iii. The nature and location of any injury or damage arising out of the 'occurrence" or offense. b) If a claim is made or "suit' is brought against the additional insured, the additional insured must: i. Immediately record the specifics of the claim or "suit' and the date received; and ii. Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit' as soon as practicable. c) The additional insured must immediately send us copies of all legal papers received in connection with the claim or "suit', cooperate with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions. d) The additional insured must tender the de- fense and indemnity of any claim or "suit' to any provider of "other insurance" which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insur- ance provided to the additional insured by this endorsement is primary to 'other insur- ance" available to the additional insured which covers that person or organization as a named insured as described in paragraph 3. above. 5. The following definition is added to SECTION V. — DEFINITIONS: "Written contract requiring insurance" means that part of any written contract or agreement under which you are required to include a person or organization as an additional in- sured on this Coverage Part, provided that the "bodily injury" and "property damage" oc- curs and the "personal injury" is caused by an offense committed: a. After the signing and execution of the contract or agreement by you; b. While that part of the contract or agreement is in effect; and c. Before the end of the policy period. • • Page 2 of 2 © 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08 05 005228 0 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS XTEN® ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE - This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine -rights; duties-, and what is and is not covered. A. Aircraft Chartered With Pilot B. Damage To Premises Rented To You C. Increased Supplementary Payments D. Incidental Medical Malpractice E. Who Is An Insured - Newly Acquired Or Formed Organizations F. Who Is An Insured - Broadened Named Insured - Unnamed Subsidiaries H. Blanket Additional Insured - Lessors Of Leased Equipment I. Blanket Additional Insured - States Or Political Subdivisions - Permits J. Knowledge And Notice Of Occurrence Or Offense K. Unintentional Omission L. Blanket Waiver Of Subrogation M. Amended Bodily Injury Definition G. Blanket Additional Insured - Owners, Managers N. Contractual Liability -Railroads Or Lessors Of Premises -PROVISIONS- - - - INJURY AND PROPERTY DAMAGE LI- A. AIRCRAFT CHARTERED WITH PILOT The following is added to Exclusion g., Aircraft, Auto Or Watercraft, in Paragraph 2. of SECTION I - COVERAGES - COVERAGE A BODILY IN- JURY AND PROPERTY DAMAGE LIABILITY: This exclusion does not apply to an aircraft that is: (a) Chartered with a pilot to any insured; (b) Not owned by any insured; and (c) Not being used to carry any person or prop- erty for a charge. B. DAMAGE TO PREMISES RENTED TO YOU 1. The first paragraph of the exceptions in Ex- clusion j., Damage To Property, in Para- graph 2. of SECTION I - COVERAGES - COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY is deleted. Exclusions c. and g. through n. do not apply to "premises damage". Exclusion f.(1)(a) does not apply to "premises damage" caused by: a. Fire; b.. Explosion; c. Lightning; d. Smoke resulting from such fire, explosion, or lightning; or e. Water; unless Exclusion f. of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by another endorsement to this Coverage Part that has Exclusion - All Pollu- tion Injury Or Damage or Total Pollution Ex- clusion in its title. 2. The following replaces the last paragraph of A separate limit of insurance applies to . Paragraph 2., Exclusions, of SECTION I - "premises damage" as described in Para - COVERAGES - COVERAGE A. BODILY graph 6. of SECTION III - LIMITS OF IN- SURANCE. CG D3 16 11 11 © 2011 The Travelers Indemnity Company. All rights reserved. Page 1 of 6 COMMERCIAL GENERAL LIABILITY 3. The following replaces Paragraph 6. of SEC- TION III — LIMITS OF INSURANCE: Subject to 5, above, the Damage To Prem- ises Rented To You Limit is the most we will pay under Coverage A for damages because of "premises damage" to any one premises. The Damage To Premises Rented To You Limit will apply to all "property damage" proximately caused by the same "occur- rence", whether such damage results from: fire; explosion; lightning; smoke resulting from such fire, explosion, or lightning; or water; or any combination of any of these causes. The Damage To Premises Rented To You Limit will be: a. The amount shown for the Damage To Premises Rented To You Limit on the Declarations of this Coverage Part; or b. $300,000 if no amount is shown for the Damage To Premises Rented To You Limit on the Declarations of this Coverage Part. 4. The following replaces Paragraph a. of the definition of "insured contract" in the DEFINI- TIONS Section: a. A contract for a lease of premises. How- ever, that portion of the contract for a lease of premises that indemnifies any __.._. person.. or._ organization .for . "premises_ damage" is not an"insured contract'; 5. The following is added to the DEFINITIONS Section: "Premises damage" means "property dam- age" to: a. Any premises while rented to you or tem- porarily occupied by you with permission of the owner; or b. The contents of any premises while such premises is rented to you, if you rent such premises for a period of seven or fewer consecutive days. 6. The following replaces Paragraph 4.b.(1)(b) of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: (b) That is insurance for "premises damage"; "— or 7. Paragraph 4.b.(1)(c) of SECTION IV — COMMERCIAL GENERAL LIABILITY CON- DITIONS is deleted. • C. INCREASED SUPPLEMENTARY PAYMENTS 1. The following replaces Paragraph 1_b. of SUPPLEMENTARY PAYMENTS — COVER- AGES A AND B of SECTION I — COVER- AGE: b. Up to $2,500 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to fur- nish these bonds. 2. The following replaces Paragraph 1.d. of SUPPLEMENTARY PAYMENTS — COVER- AGES A AND B of SECTION I — COVER- AGES: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. D. INCIDENTAL MEDICAL MALPRACTICE 1. The following is added to the definition of "oc- currence" in the DEFINITIONS Section: Occurrence also means an act or omission • committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to a person. --2: The following is added to -Paragraph 2.a.(1) of SECTION II —WHO IS AN INSURED: Paragraph (1)(d) above does not apply to "bodily injury" arising out of providing or fail- ing to provide: (i) "Incidental medical services" by any of your "employees" who is a nurse practi- tioner, registered nurse, licensed practical nurse, nurse assistant, emergency medi- cal technician or paramedic; or (ii) First aid or "Good Samaritan services" by any of your "employees" or "volunteer workers", other than an employed or vol- unteer doctor. Any such "employees" or "volunteer workers" providing or failing to provide first aid or "Good Samaritan ser- vices" during their work hours for you will be deemed to be acting within the scope of their employment by you or performing duties related to the conduct of your busi- ness. E 005230 Page 2 of 6 © 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 11 11 0 COMMERCIAL GENERAL LIABILITY 3. The following is added to Paragraph 5. of 4. Any organization you newly acquire or form, SECTION III — LIMITS OF INSURANCE: other than a partnership, joint venture or lim- For the purposes of determining the applica- ited liability company, of which you are the ble Each Occurrence Limit, all related acts or sole owner or in which you maintain the ma - omissions committed in providing or failing to jority ownership interest, will qualify as a provide "incidental medical services", first aid Named Insured if there is no other insurance or "Good Samaritan services" to any one per- which provides similar coverage to that Or- son will be deemed to be one "occurrence". ganization. However: 4. The following exclusion is added to Para- graph 2., Exclusions, of SECTION I — COV- ERAGES — COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY: Sale Of Pharmaceuticals "Bodily injury" or "property damage" arising out of the willful violation of a penal statute or ordinance relating to the sale of pharmaceuti- cals committed by, or with the knowledge or consent of, the insured. 5. The following is added to the DEFINITIONS Section: "Incidental medical services" means: a. Medical, surgical, dental, laboratory, x-ray or nursing service or treatment, advice or instruction, or the related furnishing of food or beverages; or b. The furnishing or dispensing of drugs or medical, dental, or surgical supplies or appliances. "Good -Samaritan services means -any errer- gency medical services for which no compen- sation is demanded or received. 6. The following is added to Paragraph 4.b., Ex- cess Insurance, of SECTION IV — COM- MERCIAL GENERAL LIABILITY CONDI- TIONS: The insurance is excess over any valid and collectible other insurance available to the in- sured, whether primary, excess, contingent or on any other basis, that is available to any of your "employees" or "volunteer workers" for "bodily injury" that arises out of providing or failing to provide "incidental medical ser- vices", first aid or "Good Samaritan services" to any person to the extent not subject to Paragraph 2.a.(1) of Section 11 — Who Is An Insured. E. WHO IS AN INSURED — NEWLY ACQUIRED OR FORMED ORGANIZATIONS The following replaces Paragraph 4, of SECTION • II — WHO IS AN INSURED: a. Coverage under this provision is afforded only: (1) Until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier, if you do not report such organization in writing to us within 180 days after you acquire or form it; or (2) Until the end of the policy period, when that date is later than 180 days after you acquire or form such organization, if you report such organization in writing to us within 180 days after you acquire or form it, and we agree in writing that it will con- tinue to be a Named Insured until the end of the policy period; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal in- -jury" -or "advertising- injury" of -an offense committed before you acquired or formed the organization. F. WHO IS AN INSURED — BROADENED NAMED INSURED — UNNAMED SUBSIDIARIES The following is added to SECTION 11 — WHO 15 AN INSURED: Any of your subsidiaries, other than a partnership, joint venture or limited liability company, that is not shown as a Named Insured in the Declara- tions is a Named Insured if you maintain an own- ership interest of more than 50% in such subsidi- ary on the first day of the policy period. No such subsidiary is an insured for "bodily injury" or "property damage" that occurred, or "personal injury" or "advertising injury" caused by an of- fense committed after the date, if any, during the policy period, that you no longer maintain an ownership interest of more than 50% in such sub- sidiary. CG D3 16 11 11 © 2011 The Travelers Indemnity Company. All rights reserved. Page 3 of 6 COMMERCIAL GENERAL LIABILITY G. BLANKET ADDITIONAL INSURED — OWNERS, H. BLANKET ADDITIONAL INSURED — LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION II — WHO IS The following is added to SECTION II — WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed in a written con - agreed in a written contract or agreement to in- tract or agreement to include as an insured on clude as an additional insured on this Coverage this Coverage Part is an insured, but only with re - Part is an insured, but only with respect to liability spect to liability for "bodily injury", "property dam - for "bodily injury", "property damage", "personal age", "personal injury" or "advertising injury" that: injury" or "advertising injury" that: a. Is "bodily injury" or "property damage" that �� a. Is "bodily Injury' or property damage" that occurs, or is "personal injury" or "advertising occurs, or is "personal injury" or "advertising injury" caused by an offense that is commit - injury" caused by an offense that is commit- ted, subsequent to the execution of that con- ted, subsequent to the execution of that con- tract or agreement; and tract or agreement; and b. Is caused, in whole or in part, by your acts or b. Arises out of the ownership, maintenance or omissions in the maintenance, operation use of that part of any premises leased to use of equipment leased to you by such you. equipment lessor. The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor is subject to the following pro- is subject to the following provisions: visions: a. The limits of insurance provided to such a. The limits of insurance provided to such equipment lessor will be the minimum limits premises owner, manager or lessor will be which you agreed to provide in the written i the minimum limits which you agreed to pro- contract or agreement, or the limits shown on vide in the written contract or agreement, or the Declarations, whichever are less. the limits shown on the Declarations, which- ever are less. b. The insurance provided to such equipment _ ... ..... lessor does not"apply to any "bodily injury or b. The insurance provided to such premises "property damage" that occurs, or "personal owner, manager or lessor does not apply to: injury" or "advertising injury" caused by an of- (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or "personal injury" or "adver- lease expires. tising injury" caused by an offense that is c. The insurance provided to such equipment committed, after you cease to be a tenant lessor is excess over any valid and collectible in that premises; or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless .you have behalf of such premises owner, lessor or agreed in the written contract or agreement manager. that this insurance must be primary to, or c. The insurance provided to such premises non-contributory with, such other insurance, owner, manager or lessor is excess over any in which case this insurance will be primary valid and collectible other insurance available to, and non-contributory with, such other in- to such premises owner, manager or lessor, surance. whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS — PERMITS the written contract or agreement that this in- The following is added to SECTION II — WHO IS surance must be primary to, or non- AN INSURED: contributory with, such other insurance, in which case this insurance will be primary to, Any state or political subdivision that has issued a • and non-contributory with, such other insur- permit in connection with operations performed by ance. you or on your behalf and that you are required Page 4 of 6 02011 The Travelers Indemnity Company. All rights reserved. CG D3 16 11 11 005231 COMMERCIAL GENERAL LIABILITY by any ordinance, law or building code to include (ii) A manager of any limited liability as an additional insured on this Coverage Part is company; or an insured, but only with respect to liability for (iii) An executive officer or director of "bodily injury", "property damage", "personal in- any other organization; jury" or "advertising injury" arising out of such op- that is your partner, joint venture erations. member or manager; or The insurance provided to such state or political (b) Any "employee" authorized by such subdivision does not apply to: partnership, joint venture, limited li- a. Any "bodily injury," "property damage," "per- ability company or other organization sonal injury" or "advertising injury" arising out to give notice of an "occurrence" or of operations performed for that state or po- offense. litical subdivision; or (3) Notice to us of such "occurrence" or of an b. Any "bodily injury" or "property damage" in- offense will be deemed to be given as cluded in the "products -completed operations soon as practicable if it is given in good hazard". faith as soon as practicable to your work- J. KNOWLEDGE AND NOTICE OF OCCUR- ers' compensation insurer. This applies RENCE OR OFFENSE only if you subsequently give notice to us The following is added to Paragraph 2., Duties In of the "occurrence" or offense as soon as The Event of Occurrence, Offense, Claim or practicable after any of the persons de - Suit, of SECTION IV — COMMERCIAL GEN- scribed in Paragraphs e. (1) or (2) above ERAL LIABILITY CONDITIONS: discovers that the "occurrence" or offense may result in sums to which the insurance e. The following provisions apply to Paragraph provided under this Coverage Part may a. above, but only for the purposes of the in- apply. surance provided under this Coverage Part to you or any insured listed in Paragraph 1. or 2. However, if this Coverage Part includes an en - of Section II —Who Is An Insured: dorsement that provides limited coverage for "bodily injury" or "property damage" or pollution (1) Notice to us of such "occurrence" or of- costs arising out of a discharge, release or es- __-_ fense must -be given as soon as practica- cape -of "pollutants" which contains a requirement -- ble only after the "occurrence" or offense that the discharge, release or escape of "pollut- is known by you (if you are an individual), ants" must be reported to us within a specific any of your partners or members who is number of days after its abrupt commencement, an individual (if you are a partnership or this Paragraph e. does not affect that require - joint venture), any of your managers who ment. is an individual (if you are a limited liability K. UNINTENTIONAL OMISSION company), any of your "executive offi- cers" or directors (if you are an organiza- The following is added to Paragraph 6., Repre- tion other than a partnership, joint venture sentations, of SECTION IV — COMMERCIAL or limited liability company) or any "em- GENERAL LIABILITY CONDITIONS: ployee" authorized by you to give notice The unintentional omission of, or unintentional of an "occurrence" or offense. error in, any information provided by you which (2) If you are a partnership, joint venture or we relied upon in issuing this policy will not preju- limited liability company, and none of your dice your rights under this insurance. However, partners, joint venture members or man- this provision does not affect our right to collect agers are individuals, notice to us of such additional premium or to exercise our rights of "occurrence" or offense must be given as cancellation or nonrenewal in accordance with soon as practicable only after the "occur- applicable insurance laws or regulations. rence" or offense is known by: L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph 8., Transfer • (i) A partner or member of any part- Of Rights Of Recovery Against Others To Us, nership or joint venture; of SECTION IV — COMMERCIAL GENERAL LI- ABILITY CONDITIONS: CG D3 16 11 11 0 2011 The Travelers Indemnity Company. All rlghts reserved. Page 5 of 6